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Home My WebLink About2013-00317 - new structure CITY OF ORONO * 2 B 1 3 — 0 0 3 1 7 * 2750 KELLEY PARKWAY DATE ISSUED: 06/12/2013 ORONO, MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 4395 NORTH SHORE DR PIN : 07-117-23-43-0018 LEGAL DESC : SAGA HILL REVISED : LOT 000 BLOCK 018 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 645,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, WELL(STATE),ELECTRICAL(STATE) ADV PLAN REVIEW PD 20 1 3-003 1 6 $2718.14 BY LECY BROS.CK NOTE: A FOUNDATION SURVEY REQUIRED PRIOR TO FRAMING INSPECTION. INITIAL:�� NOTE: CITY APPROVAL OF AN AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAI�1,,�—�` NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED UPON REC I�$10,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL: APPLICANT pERMIT FEE SCHEDULE 4,181.75 LECY BROS HOMES STATE SURCHARGE(VALUATION) 322.50 15012 HWY 7 MINNETONKA,MN 55345 TOTAL 4,504.25 (952)944-9499 Minnesota State License#:20325555 OWNER CORNESS,JOHN&BARBARA 4395 NORTH SHORE DR MOLJND,MN 55364 AGREEMENT AND SWORN STATEMENT 1'he work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. 1'his permif is for only the work described and does not grant permission for additional or related work which requires sepazate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit 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 aze requeste 'n conformance with the State Building Code.T'his permit may be revoked,a any time for d e cause. �O / Z- / ) / / A 1'�'c t Pe ite ature Date Issue y ' ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABO . � � � � (l� City of Orono � � , . �� ,�,�- Build�ng Permit Application �, � for New Structures or Additions � � Mailing Address: = ' : '�,;.{�,� _ PO Box 66 1��kt�ulmb�r ��t '�J ' d'O�l�,:.:- � Crystat Bay,MN 55323-0066 ��4��y� , ._ �':� f� _ n�.F w '� -- - Street Address: ��e��gd qfy° .� } � 2750 Ketley Parkway ' M - ' '� � - F�l�ir��r��t��nr}�e�e , �� ' rr� : Orono, MN 55356 � ` `� ' , r�. .. Main: 952-259-4600 ' �i� 3 DQa� !o : ��,��?t�e�� . Fax: 952-249-4616 www.ci.orono.mn.us ��+ �.:��i��, �� '�,-^ . �� k� -- � ��'� (Please print) � GENERAL INFORMATION: Job Site Address: �..�� , �k��., � r(��, � �� 3�� Wiil this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �,No If yes,a speclal everrt permltls regulred with PoOce Department and Clty Councll approva/60 days pdor to the event Shuttle bus servlce wlll be �quired unless appUcant demonsbates sufffclent on-sfte parking Is avallable. Non permitted events wlll not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �� '�� State License# �� Expiration Date: ��—��o� Phone: cell (�I�—S �—� � office — 44 — eq� Mailing Address: ��'�I� �a..� Cit :�(a h� ti'� ZIP: ��`.Q Contact Person: Applicant is: ontractor / Homeowner (Circle One) Email and/or Fax: � �� o �,� PROPERTY OWNER INFORMATION: �ar� c�� '� `SYI�" Y�(�� Name: �s�t�► �- �.Y'��5 �I Y�,��A� Phone(day): Address: "Z � �,� Cit : �� ZIP: ��a3�� Email and/or Fax w�v1� �� ARCHITECT/ENGINEER I FORMATION: Name: � �j��(�� Phone(day): Address: Cit : ZIP: Email and/or Fax: PROJECT INFORMATION: Description of pro'ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& �New Construction �,Single Family with �Residence Water Supply ❑Addition attached garage ❑ Garage/Accessory Bldg. '(�j,Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑Reloca�on detached garage ❑ Office/Commercial ❑ Private Sewer ❑Other. (speciiy) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage (,�Public Water **Any earth movement may require ❑ Commercial ❑Other(specify) MCWD review 8�permits. ❑Industrial �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other. (specify) 18202 Minnetonka Bivd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �a,�� Packet Last Updated: 04/19/2013 Page 22 of 23 STRUCTURE INFORMATION: 9.Structure Dimensions 1.Structure Dimensiona(contlnued) 2.Type of Construction a. Length(ft.)= �-�- Number of bedrooms=� �Wood/Frame b.Width(ft.)= ,� Number of garage stalis: ❑Masonry Areas in sauare feet Attached=� ❑Metal c. Basement= �� Detached= ❑Pole Bldg. ❑ICF d. 1�Story = ��_ ❑On-site Prefab e.2"�Story= ❑Off-site Prefab f. '/:Story = ❑Other(please specify): g.Total Area= �� - �-�R�} faiPt{'wvt�Sine� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: tll;� _`u�`'�.�. : ��" � �-T.:r',�'nz t�F*as�,� t� .a•:i �' t__+';�"��'"'`'�.��1�^,. 't�i�'� ...�,,.�-UK�J�S`�.s��+�� ''�:sn�� m��r':°�-.: � ❑ Permit A lica�on � ❑ Pro osed Buildin Plans � MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements 0 �Q Stormwater Pollution PrevenUon Plan ]� ❑ Hardcover CalculaUon s 0 �( Se tic S stem Site Evaluatlon Re ort 0 Access PeRnit � Wetland Buffer Im rovement Plan ❑ � En ineered Plans for Retainin Walls 4 feet or above ❑ APPi �e ❑ Minnehaha Creek Watershed Dis�ict Permit s � ❑ Plan Review Fee � Other. APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the Clty of Orono for engineering consuitant review costs in excess of$500; • Certifles that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete applica�on.being aware that upon failure to do so, the staff has no altemative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the infortnation that you are asked to provide on this appiication is classified by State law as either private or confidential. Private data is informa�on which generally cannot be given to the public but can be given to the subject of the data. ConfidenUal data is infoRnation which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this informaUon is to annuatly update our records and records of other govemmentat agenctes required by law. If you refuse to supply the informa�on,the applicaUon may not be issued. ApplicanYs Signature: � ��►�Date: �� —1� Owner's Signature: Date: ��G//� Packet Last Updated: 19/2013 Page 23 of 23 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, 'Tennessen waming", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to fumish certain private or confidential information. You are not�ed that: 1. The inforrnation you furnish wili be used to dete�rnine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. ��'� � �c,/z��.�f First Middle Last � �/ .� �i�.,�� '� .�� /'�� Address �J�� City State Zip Phone I understand my rights s stat e. Signature Packet Last Updated.• 04/19/2013 Page 20 of 23 �. ��,.�. ._ . _,�, . „ � �> °� � t� r�n- p,,�•' � �* ,'u' �� u'�' � � ��n��'t��w��,��c�ct�s�:�o��:i��w �r��ru�� e��4��i-�roMs � �� z � �I,d�9e�sa/��a�ereit Nur�berz ��. � � �.�::' � � ,�a � �'� �,�` G s�, � , '�� `�-+ �� ` ��criptfon o#wo�k . ��.�„�_� �-�' ; � ' S�ptie revisw b�: � t�►ate Approved;�� '�� °'�'��, ; : Zoning rev`iew by: : %� � Date Approv�d.' , > Buildi , . .... r�g revie�v by: �. < <� Date�►ppFo�ed: '� " �> � � �� Gr°adFrrg revi�w lay. �'�d' Date Apparov�(: � � t �: �o�aing�Bst�:�� Zonin�File#: i3eso�: ; �. Rsso Date: � A` � ��n$ng:Lot Area• �� •� 1��th: � �.ot CoveFag�e. �� '�� SF � a/o� � ` '"�urh�By�uatr�itted: Y�s ,10 t�lo Dat�of�t�nre � � '�� ' �, � Y' ��s�d dat�?)' �` Pr � - ec0��backs; ' �. ; '; ,. Fron (L.ak j Fte�r �3t� ( N a E 1N ) ( N 3 E 1A! C�Itier Buiidings �ki�d ° �i� �ide 3�. ' ,,� [9e#ined Heighr ; � @ Pe��C��i�gt�� 6�,� PF�: , F��m�nco�6 (Eztstir�g C�rnfiout� } �et�m�te��lin�r fee� ,_ " _ � . ,� � � ( ) Sfl/o #of�ta�€� " Qk? 1'ES � :, .,� , , �, _ _ : : � �OR'/1;BU�LbINCi W1TH k BASEAAE�tT QR Cf3A<`,NL-SPr4GE: ,,,;r � the diatance between the o�t . "FOR A BtJlL�4�QA1 A SLk�F44�UNDA'FtOIV�: � �� 9TMRT 1AFtTY�� iJ�Bed'flocr(of U'xe b�sernerit or�awi ' space�a�d tlae fiighgst�int af�ths r4of. Ths distance be�weer��tcip ct sfab�rtd w� �" � �qRT1NfCH : lf�Sow h�ve,8... . fhe i1�gh8s�;potnf of U1�roof. !tf you f�eve a..,. • GA9LE OR HiP�£DiROOF�(no ,. GAB�:E OR�HIRPED ROOF{no iarintla+u�): SubuatSt�}�If the. wfndotlrs): Sukt�ac�k FiaFf'tFte dfstar�ce `' � � dfst�rme befi�ero the!hi�E�est pahi! �een'�e tdgfi�at{�ihY�af�ro� � , flf t#�e�Ino�`t0 th�low�ioiM of t� �� to ihe�tow poitrt of�cordespondTr�g �; SU�7'RACTION aori�,Ponding g�4te or Fi{�ped Faqf 5t18Tk�ACT10N �..�'� (B�S6D ON I�00� . r ±� g8ib�e or.hip�ed raof ,T,�� GABLE OR�HIPgED ROOF(wlth �A9HC3 ON , GABl:E OR h11PP�D ROO�,F(r,�pt : �:�� - � �ihl�o�). �u6Efak�Fi�f 41t� �� ' �' ROQF, . � ' TYF'E) •� wt�doz�s# ��ititreirt ha�f tde dtstance disiar�be'twe8n the sCop at�e . beMr�n the,top of tFre highest higt�at wi�ifow ar�l'��bigF�t � u��da�antl�fhe t��gh�t Pqint of ttre": � pi�rlt�f'tfi��:r0of roc# • ; - � FitJ,O�'W�R R(�QF'�TY�6^a f�lat, • Al�.QTF�ER.k�00�"TYR€S{f�sit tT�etlBaF�l.�tC):No suti6aCt[Ofi. .. rft8ng8 etC:No cN1. i � . � ADDITff�N Asld�#fe dj&k��1ce b�rMeeGi th�4'Cp Of`�lab + �1JBTRACiFION ��b�t tfse;�tis�nce East�pe�n the (SQ,SEi7 O�t :' artt!tlle�fiigh�t exi�l�p grade atija€�nt to- �, , 6aeernstlTh�avW speae�Ow'antl�� ; ��,� �BAS�D 01i1 EXtSTiHG �A WCs $i+atourtdetlon. 6RAD�5) �fi8he"stsrz�ff�'lg�c�de atljaee�f ta f�e - fc�JAda�tOrr'dR 70 f�t{Nfifchever F��ess)• CxeHned btllkdOlg f�l ht � ° -�„ E4tJ/KF.S Defipetl IwUding f�fgf� � ' : . I Shar�fa�d Dtst�t [�Perm�t fteceived Ave f e l�ic�sh�re Se�b�ck M�t?. . Btufg i , ` 1(�s��,�- '� Nb t� NYM� _ � �� G Yes` �IA � �� es Q No � - es" � No �i7 NlA ��,� ; �� `� - �� P�rm�tl�6umt�r: ��,d„��j � �; �. � Se�sack. , � : � , , ,�_ _ _ __ � Stormwater Qaality Existing ; i�roposec� : � . � '.I ic�c0 .£UP F� u�rec! Over�a bisttYc�'3'iek ''-H�'dc�wec ' 'Ha�lcov�r,, ; �'�� ' Varian� , ,>.,. � - �� = �� .��- 1� Yes l�o� �� 'es Mo ��. ' � ��--:�' 1 �'� � TYi�(s?� T ('s}: � --,a .:� ` � tt�laxetl: JanaarY 2013 �. : Y v:iforrnsipta��review Chec�Cclist 2013.doc�c _ � c � �t _,' ` ,,�..� b, �. '�:_...�:_ �_ ,�_� _._ �� __� _ _�� - w_�� ._�� .�.�___...�_ �_�._..___�...,.... r. . - n �.>; ._ _, „, , . , R�1V�A�1�.`�(i�house��. �.. - _-_ . —_ - -, � _ : , , �e�es ta�e�Ct�ar _ Y�S, ' Nd : ; , : . P�rt� �� k f�tan�ev�ew ; ,, _ ' ' �a�e+S��rct�ar�+e ' ; � :. � �t�v�tt�a�ion�ee � SA�C—�fur�ber�f SA�Un� .��" '� Other tsj��fY) - : re�oc�a e: " �,•t�a_re�oota B�s�rrx�nt � - ' � t; 1�F�r � � � ��,��OP� � � � � � �S('�$e ' X � � *� ��1i�8'��OITSf1'UC#t0l1 r/S'yl[[@' � �� •d�� O.ronoii�ts��.�io,�s Re�uired �Vork Reywi�ing,�epar�te P�rnai�s f��rt��d�tate P��i�ss --- _ _ - _ � ,_ ; G �it� ` lu�bit�g Q �rad�ag I�'�iE� _ e!I _ �7 Harci�ir��termarr�� Me�ani�al �7 ��re �te��cat ,,; � ��'noti�g. ; G �e�ic E� Watec CvnRe�tion ` , � ; Poured�1Yal� ��fae� ��ewr�r C:or�c�rn �ounda�on Surv�y , a Masanr� ��Le�nrn;frri�a�io� ,` �: ; �Radan�3o�#c�� . ��J• �rs�n� a U'�f�er�spe.c��y) , l;n�u#a�ion As�+Bwilt S�rv�y `: , _ � . �in�l � , , - t'� 'V11e�ar�tt�IB�f� T " � '' _ ,._� - r ��, � G��fi�er(��Y) � � �' - �IVt�►l�CS ��n,fxauss�): � -y Other�teview:.Rev�ew�ad��b�: Date Appro�ed:,�„,T,,,� *, Access. � Ex�s�ing; �1 Y�S 'A Nt� lVew: `C] `YES � �Q =� . . , . - . - . .. , < , : , , , .. ,. , . �;. .. O�FICWL REM�4�tKS-T�B�Nt'JT€D ON'P�RI�I'T I4ND.iN�ALL�D,� � �� :� _ .. _ > ',, - . . ..: � ...:: . .. �� - : ; �� , , �� ; ...' �� , „ � }r� .� Update�t: Jant�ryZt�h3 .� w.\farmsrplan review chectel'�t 2013.dot�c f; r� _ �a. ,r'_„__ r��Lk. . 3:..�._.��__r_��k _t '4` ;'S'-�.'aa �4 �... .�.$ _ "_ '� �- S. -,i, }�1'. ��. , - ��ElVE� Lecy Bros. Homes - Corness Residence- 4395 North Shore Dr. ��N 0 6 20�� In the foHowing tabie, identify all items of proposed hardcover on the property, k�i�{'t�� QROf�: letter to Certifificate of Survey (survey must accompany this form). Include all existing hardcover items thata r piane I ne tas necessary tolaccura ely depict proposed ha dcover will be added. Use y status of the property. Total Key:o ��) L.engTh z r1I'�h I ��tuare Eee#} St�r�rey � '3 ,� z 30, f7�SF; ' �� 3 �� s_F. , i , ;2X �3 � A � r� vE�� a-y > SF_ , � � � B � �� ; r : .,(_„ 9 t 2�,^ S.F C � �2 u �o, 1 �3 �_� ' i i( � �: D � � �� s_F_ , E � ,, rZ,� � 8:7 �, ? !�-,3 � ,�,� 2� r S� F � ,2�. SF „ � I �,4 r. ?.2 C' � : � Z Y 3 t : 34-$ S.�. H � �` ' 1 '�' � . Z x 34-.� ; 14-5 �-F� , o�"t. �f'�.^s+'� - � � X S 7. L o� S-F- ' , � �� i��ic . t J � p �c Z,9 �5 �-�" ' K k � Zt• S 7� 2 � ' : " ` 3,5 X S-F- � � e � ��r� , �� r �i � ; �r. � c � „'D ,� v I �y V / J_�_ ( IIA ; ,� �� ' s . � S.F. f �< u ? � � � �+ � � � ,N� 3 J / 0 � �J.�.�� a7� O F �� z3 XZ� ��, � �i9 s_F- ` .,b /8,� ` P ; " 4 F-Z� 3 $.F. � Q ,� : �• X � �l. AG X 3� 729. � 5..�_ ; � R �' � S_F. ; , ; S „ r 25 X 12-5 � .. so S � X a � j Z �-�- _. `' T C n� ��a � ' �i,x //o � ��(c S-F. ' � U p u �o � ' $_�_ � � x !C ? ' �� r5 �. ?; � �. 4 /. 5 K /o : S�F. � " ' �� W � /, x l�� ° � ��_ X ,r e S� �Sr S.F_ ` ` �- s 2�t.1 x Z4,� ; ¢ 'r � �7�r _'� r z ( Z+.� �" ✓,A $�. F Z - S.F_ '; 1 Talaf � � F.�cckidabie ttardconrer: s.�_ , ` . S.F. � � �; S_F. � ; , � � < � d S.F. � � i - �_�_ . � S.F. Tdal Exdixfaibie Har'doo� S_�. r �3 P�t Hardcover Subtrac��e{2j frrxm ine (1 ( � z 9 , 9 s_F. 4 Ta1a1 Lot Area ' propos�ed t�tardco�rer Pe�9e I�31-�41 I ! � '� X , . � , c,�� r `1 '� ° ,� ' ��f�' �;�� `� � ' ' - � . �� i� � � PY , � �, ORONO CO �� - f �� i Christine Mattson From: Christine Mattson Sent: Tuesday, June 04, 2013 1:35 PM To: Soren Mattick; 'Jean Olson' Cc: Melanie Curtis Subject: Agreement for removal of conforming accessory structure-4395 North Shore Drive The principal structure at 4395 North Shore Drive is being proposed to be demolished. The property has a detached accessory structure which is being proposed to remain. The property owners are John B. & Barbara G. Corness. The legal description is Lots 3,4 and the west%2 of Lot 5, Saga Hill Revised. Please prepare an agreement for removal of a conforming accessory structure should the new home not be built. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ �' 952.249.4620 � 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Summer Office Hours: (Monday, May 20 throuqh Friday,August 30,2013) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Thursday,July 4, 2013 1 Christine Mattson From: Melanie Curtis Sent: Friday, May 31, 2013 10:17 AM To: marklecy@lecybros.com Cc: andyjohnsrud@lecybros.com; David Crook; barnold@lecybros.com; 'mikemann@lecybros.com';jbcorness@gmail.com; Christine Mattson Subject: Permit 2013-00317 for 4395 North Shore Drive Good morning Please see comments from Jesse Struve below. Please submit a revised survey reflecting a plan which incorporates Mr. Struve's recommendations for our continued review of the permit. Thank you, Melanie Melanie Curtis Planning &Zoning Coordinator City of Orono 2750 Kelley Parkway Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 Planning &Zoning Office 952.249.4620 Email: mcurtisCc�ci.orono.mn.us Website: www.ci.orono.mn.us City of Orono Office Hours-SUMMER HOURS Monday -Thursday 7:30 am - 5 pm Friday 7:30 am - 11:30 pm From: Jesse Struve Sent: Friday, May 31, 2013 10:04 AM To: Melanie Curtis; Christine Mattson Subject: FW: Lecy 4395 North Shore Dr. Melanie, I have reviewed the existing and proposed drainage areas and would offer a few suggestions. When you look at the drainage area,they have decreased drainage to the neighboring property(overall), but it has increased the drainage which is being directed to the neighboring property's retaining wall and house. It is a relatively small amount because it is just the increased hardcover area (685 SF per the surveyors numbers below). The existing house hardcover was directed at the neighboring property, but it was directed south of the existing retaining wall. Although it is a small number, I have concerns the neighboring property might perceive an issue and potential damage to the wall or their structure. In a 1" rainfall the additional 685 SF will add 57 CF or 430 gallons of additional water. I think a simple solution would be to grade a small depression area or rain garden type solution. This depression area will hold an equivalent of 1.5" of volume of the house hardcover or approximately(685SF * 1.5"/12=85.6 CF or approximately 650 gallons). Since this may be a we area,the builder would have various options to deal with it. This would be a very minor depression area which could be grass (mow able)or vegetated to be like a rain garden. They could also do some minor soil corrections (mixing in sand/gravel) into the native soil to promote infiltration. Another fairly easy option would be to do a sand/topsoil mixture with grass. You can then put an draintile underdrain which daylights to the west. This will allow for temporary storage, but would allow for proper drainage so it is not a prolonged wet area. i This would also provide some rate control of the water being directed to the neighboring property. The water would sit in the depressed area but be released over a longer period and not contribute to an increase in the flow to the neighboring property during the peak rainfall. Please contact me with any questions or concerns Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us From: David Crook [mailto:decCa�gwestoffice.net] Sent: Wednesday, May 29, 2013 11:05 AM To: Jesse Struve; Melanie Curtis; Christine Mattson Subject: Re: Lecy 4395 North Shore Dr. Jesse, Just notices the houses were omitted from our drainage areas. If needed, the existing house adds 372 sq ft to Area 1. Adds 740.5 to areas 3 &4. The proposed house adds 685 to Area 1. Adds 812 to Area 3 & 2174 to Area 4. Thanks Dave David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec(c�qwestoffice.net -----Original Message ----- From: Jesse Struve To: 'David Crook' ; Melanie Curtis ; Christine Mattson Sent: Tuesday, May 28, 2013 4:48 PM Subject: RE: Lecy 4395 North Shore Dr. David, I like the additional grading which is being proposed, but I really need to see the drainage areas existing and proposed. If I had the capability to do this, I certainly would, but unfortunately I don't have the ability to do this even if you sent me the drawing (I don't have a CAD program). 2 This could be done very quickly(without much additional cost) by using your CAD to quickly delineate the drainage areas existing and proposed to the neighboring lots. I can't quite do it with the existing survey because it gets a bit cluttered for me to clearly see the existing contours, but you can turn off the proposed layers and do this relatively quick. You can then quickly calculate the areas. Since I am ultimately the one who signs off on the permit and I cannot allow additional runoff from being directed toward the neighboring properties, I really do need to see how much water was being directed to each neighbor. Feel free to give me a call and we can discuss or I can clarify what I need. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us From: David Crook [mailto:dec@qwestoffice.net] Sent: Tuesday, May 28, 2013 9:59 AM To: Melanie Curtis; Christine Mattson Cc: Jesse Struve Subject: Lecy 4395 North Shore Dr. Melanie, Attached you will find our revised copy of the subject survey. I spoke with Mark Lecy and he is definitely interested in avoiding increased drainage to the neighbors. The proposed retaining walls, additional walk-out grading, rain gutter configuration (for gradual dissipation and absorption) and revised swale have been added to address those concerns. Additionally, Mark actually recommended the berm as an extra barrier. I also believe this additional measure is tailor made for the situation with Mark assuring that a working, functional berm will be constructed. The builder and homeowner are hopeful that the measures are satisfactory and that the expense of additional engineering studies can be avoided. David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec(c�qwestoffice.net 3 Christine Mattson From: David Crook[dec@qwestoffice.net] Sent: Wednesday, May 29, 2013 10:57 AM To: Jesse Struve; Melanie Curtis; Christine Mattson Subject: Re: Lecy 4395 North Shore Dr. Attachments: LECY CORNESS ORONO DRAINAGE SHEET_2.pdf; LECY CORNESS ORONO DRAINAGE SHEET_1.pdf Jesse, Thanks for the input, I understand your position. We did have more than sufficient spot elevations to see how the drainage areas broke down. I've attached our drawings. Thanks Dave C. David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec(a(a�qwestoffice.net -----Original Message ----- From: Jesse Struve To: 'David Crook' ; Melanie Curtis ; Christine Mattson Sent: Tuesday, May 28, 2013 4:48 PM Subject: RE: Lecy 4395 North Shore Dr. David, I like the additional grading which is being proposed, but I really need to see the drainage areas existing and proposed. If I had the capability to do this, I certainly would, but unfortunately I don't have the ability to do this even if you sent me the drawing (I don't have a CAD program). This could be done very quickly(without much additional cost) by using your CAD to quickly delineate the drainage areas existing and proposed to the neighboring lots. I can't quite do it with the existing survey because it gets a bit cluttered for me to clearly see the existing contours, but you can turn off the proposed layers and do this relatively quick. You can then quickly calculate the areas. Since I am ultimately the one who signs off on the permit and I cannot allow additional runoff from being directed toward the neighboring properties, I really do need to see how much water was being directed to each neighbor. Feel free to give me a call and we can discuss or I can clarify what I need. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct i (952) 249-4616- Fax www.ci.orono.mn.us From: David Crook [mailto:decCa�qwestoffice.net] Sent: Tuesday, May 28, 2013 9:59 AM To: Melanie Curtis; Christine Mattson Cc: Jesse Struve Subject: Lecy 4395 North Shore Dr. Melanie, Attached you will find our revised copy of the subject survey. I spoke with Mark Lecy and he is definitely interested in avoiding increased drainage to the neighbors. The proposed retaining walls, additional walk-out grading, rain gutter configuration (for gradual dissipation and absorption) and revised swale have been added to address those concerns. Additionally, Mark actually recommended the berm as an extra barrier. I also believe this additional measure is tailor made for the situation with Mark assuring that a working, functional berm will be constructed. The builder and homeowner are hopeful that the measures are satisfactory and that the expense of additional engineering studies can be avoided. David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec(c�qwestoffice.net 2 Christine Mattson From: David Crook [dec@qwestoffice.net] Sent: Wednesday, May 29, 2013 11:05 AM To: Jesse Struve; Melanie Curtis; Christine Mattson Subject: Re: Lecy 4395 North Shore Dr. Jesse, Just notices the houses were omitted from our drainage areas. If needed, the existing house adds 372 sq ft to Area 1. Adds 740.5 to areas 3 &4. The proposed house adds 685 to Area 1. Adds 812 to Area 3 & 2174 to Area 4. Thanks Dave David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec e,qwestoffice.net -----Original Message----- From: Jesse Struve To: 'David Crook' ; Melanie Curtis ; Christine Mattson Sent: Tuesday, May 28, 2013 4:48 PM Subject: RE: Lecy 4395 North Shore Dr. David, I like the additional grading which is being proposed, but I really need to see the drainage areas existing and proposed. If I had the capability to do this, I certainly would, but unfortunately I don't have the ability to do this even if you sent me the drawing(I don't have a CAD program). This could be done very quickly(without much additional cost) by using your CAD to quickly delineate the drainage areas existing and proposed to the neighboring lots. I can't quite do it with the existing survey because it gets a bit cluttered for me to clearly see the existing contours, but you can turn off the proposed layers and do this relatively quick. You can then quickly calculate the areas. Since I am ultimately the one who signs off on the permit and I cannot allow additional runoff from being directed toward the neighboring properties, I really do need to see how much water was being directed to each neighbor. Feel free to give me a call and we can discuss or I can clarify what I need. � Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us From: David Crook [mailto:decCa�qwestoffice.net] Sent: Tuesday, May 28, 2013 9:59 AM To: Melanie Curtis; Christine Mattson Cc: Jesse Struve Subject: Lecy 4395 North Shore Dr. Melanie, Attached you will find our revised copy of the subject survey. I spoke with Mark Lecy and he is definitely interested in avoiding increased drainage to the neighbors. The proposed retaining walls, additional walk-out grading, rain gutter configuration (for gradual dissipation and absorption) and revised swale have been added to address those concerns. Additionally, Mark actually recommended the berm as an extra barrier. I also believe this additional measure is tailor made for the situation with Mark assuring that a working, functional berm will be constructed. The builder and homeowner are hopeful that the measures are satisfactory and that the expense of additional engineering studies can be avoided. David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) dec a(�.qwestoffice.net 2 0 CERTIFICATE OF SURVEY 95479 Eeqeo,ei,�m;o`= NORTH SH01-�E DRIVE PREPPREO FOR: 59.64 953.7y�/ �u—_ 961.50 LECY BROS. CONSTRUCTION, INC. ' `7� —OHU�HU 960 /�6 �¢� 1� -S� �"6' 4�'��E 6.86 /I � � \� � ± 966.45 \964� £ � � �_ IE'6 rood �' \ �� 96B o9 � ��T � _� ✓ �'� �' � � �� 'I \ �--�__--sssP� � � aa;a��Ho�se � \ / \ //q60 � I \ ` \ 1 / I m � �\ / 969.25 � \ � � i7.571 N '�\ j�l.P� � � '970.B9 1 � � N \ I� j � \� \� \� / �� \ � � � LEGAL DESCRIPTION �� ` �1'�* \ MP'avrnk �/ � � �rd 3 Lofs 3, 4, and fhe west 1/2 0l Lot 5, \ � � � �` SAGA HILL REVISED � \ \ \ — � \\ \\ \ � � � � � � � � � � \� I � � li �I � IV'� 1 � I 1 I I I I '9 .24 ` � � I i I / � � � � �� I I / (/'`�) � '954.6Q I �....... I I I / t 1 'b� (� PI Avh � ��'� TI' road / �'`�� U O � ••'� L � J{I Ba.v�ood / Ly {�.✓{�� I!� 970.95 t� 10'CMar / �'p�1.�/ M� I � � .,, � �� ,,� 4 � O �' � � / ',2a '` o Y l � . � �� I # � i .,,,, e• � �� ea�vo:ee� a..oia / '9500Z> ��' �.J) � 96748� Q \ _q� � Adjacent House Adjacent House \3 JO.J6 Fn[ o �.5 z� � r T � 'y 969.5 � LJiI� �' ��7 o ! � K �� 9 z,� �� `� m 964.54 � �'�^ m � \ - Wrcn � z�hmq � . ` _ _ - - '948.85 � � _ - � � line � 9�. I SighN'ne setb � - I �- � ( I vor;o ` 9H 31 (966.J) / � o�- _ '9dS92 � I r9�� (9fi0.J)I 962.3�99 I / � 9( PROPOSED I ; (DRAINAGE AREA 1= 16,341 sq ft) �I � � ,5j� I ` � , � �� (DRAINAGE AREA 2= 11,514 sq ft) I� � � � � � � � — (DRA[NAGE AREA 3= 7,677 sq ft)I I j I � \� 196<�< � Ii � � .�e•e��e,_, ,...,,-g64...� � �' �' I / __ (DRAINAGE AREA 4= 22,194 aq ft)� j I I �• � � �� °�� — � �—'s� �I � ' " � ' � � / I � y r � � � � � � � � --��_ i/� „�`� � �- �� 1 � �-� �'-- � � C_ € a — 9Se � � / � I I � _i 56.5) � } ]5� � \ .i / 52.Oi � I � i� � � S�tback fro_q{�y_,��YOND � � � I ls�� 956-——-�- -�- �--- � � I -956 � 1� 16�'YaP'b � ' 1 ��T _ `^� � `` � \� \ ` q54/ /' 1�� \ � � �954�_ � ISEYn� � •w..�. ^ �� \ �/ � SITE ADORESS: \ --ssZ� �r"""""'..+`:... ,e* �� 4395 Norfh Shore Drive ��` � wooe sm� ""'�»...,,,„,,,,,,,,, �ss� � I---_aa_sso� — —. x�� / � MOUND, MN 55364 L�-_46� _ -- at_ --\� ��-8j�;�, \_ s,.,.,�u.,,<�� // � Oenota iron monumm� - i�-�4Z- -' ��`��j • Denocu eou'd monum nt -._ �9s0� � �� "��95 Denotes �fing<lev. -__ �� 93g-_ p�` � ' <o�a� o,�o��or000sa��.� _ — 936—_�� _�� ——_—— — =DRAINAGE AREAS � osoo��,�no�e a,��oy� -- �_ aa--=��- � ��--_ �- _-se_'E°,w°�'! � �lsurrm)-omoroa orea o/prapoard.ain 9�tter we una�9roaM -' 932-- -___\� � � �9q0� -/� Jroinage ryrfem{w diaaipoh'm awq/rwn aJp�n�rq prapertes --___ -- — -� �` �-_� � � � i ` _ .�.tc.��.0aafe� MDam. _------- —_� �_— �\=�y79.fCarlou� -/ � "°°°° — — = SHEET 2 OF 2 SHEETS fap�(959.J).vJss rro steeper Man J:1. -- � �� - � ��«, o<�a«,or000,�d T�a;�;�9.o„ L --—_-- _=__' ____ —— AKE —93_ �u��ert�H Nof Mi�u ry.pw w report Y�Wa�M Fib No. �TT*7�T�� - DEMAILS-GABRfEl ;r a;�.ot.� 'xo ma� am o e,.y aayaro,�io�e i�on c 11 y�/�/]l - - - LAND SURP6YORS, aVC. a�.er=. o..or u„sm«oi�wa,�m. 1 �' .( ON -- 6b75 Woshington Ave,So. ook-oqe swt�zos ,� �� Praposed top o/foundation elev.=968.3 E�ino,MN 55439 ��e� Phone:(957)�sl-ae� k�� Proposed goroge floor elev.=968.17 Fo.: (ssz) 767-a90 e. May 29,10�! „,,,.a.y.rro.zzsu �'_��' Proposed lowest floar elev.= 958.3 O PDF created with pdfFactory tnal version v�w odRactorv.com 0 cERTrFrcATE oF sUxvEY 954z9 NORTH SHORE DRIVE Ed9°o/&f�minou.r PREPAREO FOR: �--=�U__ 959.B4 9537.9�/��—��u 9b0 961.50 LECY BROS. CONSTRUCTION, INC. ' � �=4�31� S� 2"6' 4�;°-o„� /��____ - E 6.86 � � + 966 45 � i �9sa� : � �� ie`�,.,.o e d \ /� �. � �. / � 966.09 � � j6� i __ " �� j�r � � �__�-966 � p-�'� � Adjacent House �a`� y-� I // � �- �0�/ �\i � � i 9674J// �\ / 96925 j�y� � '97089 I / / � � I �� m � � LEGAL DESCRIPTION � � �•�k -8_�-- Lots 3, 4, and the west i/2 0/Lot 5, S,4GA HILL REVISED � "----'- - � � 954.6Q � 2 �v 0 � � � / � 9J0.95 O �� O / � 950.0z> Adjacen[House Adjacent House \3 � I � � � /n � � 0964.5 � k'� m _____ Pwch zr�� 948.B5 'I � .99 I p 9601� _ EXIST[NG / I DRAIKAGE AREA 1= 22,019 sq ft / I . � j. • � � 2J6 ^GARA/CE� / DRAINAGE AREA 2= 11,141 sq ft �I � � /°'ji��;;'�--�»s '"°`="`'° � � EXISTING� � DRAINAGE AREA 3= 10,449 sq ft , � � ,xousE' � i� II I I . 4 I.7/ f fbor-9S9j �� V � -_ DRAINAGE AREA 4= 15,898 sq ft I � � /— °'� ^' � 060 1 / ,� � ' �" _ � 962 � / PROPOSED � � IL� � �A� / oE�K 95 Q�,�6 � � /��, �DRAINACE AREA 1= 16,341 s ft1� '-- � � Q / I_rl �� . � 9�µ 0 �5�3� 95=.975, 957.85 �9SB��.i I� '85201 (DRAINAGE AREA 2= 11,514 sq ft)� I 9581956.5) —_ _ � �� tba_k Irom OHW-M1b C�BEYOND 1 / (DRAINAGE AREA 3= 7,677 sq ft) � � T `956— —=, ---__ �J I I � �-956/ �-I � � Pfi'IbPb r�� (DRAINAGE AREA 4= 22,194 sq��t) �` � �� `�� `� �— � \ \ \ 54/ //�__ � \ � �954�__ 15fim� �� \ � SITE ADDRESS.� \\ --952��/ � \�� \�`J/� 4395 North Shore Orive �� wooe sm;n �� / MOUNQ MN 55364 — L�_-sag_sso_� � � / � -sas_ --� � �' � ��C///� � o Denote5 ir n monumenf ��_--944 --�p � �\� \�u�rvY Lne \��..��((�l / � • Denot eX;e monvment --- � ?940�I` ��LtL.�4�g��/ �� (aao.o) Oenoros propos��eiev. \� --936--��-� �� - _ ��y,,,�,,,�' =�RAINAGE AREAS � Oenotea svAace Crainaqe --- ��-934—- \� �� --ry twroea aea a�vo�axe �n sW�x wa unarsrowe � --932--_�-�- _ � � _ — - �� _ �i arainogv ay:tem la e;.npatbn a.oy Irom odjanin9 prvpertid _____ —930—_ �� 94p� � °°�°��°"°°°�°°�� - — _ � �979'C�_'_— =' —SHEET 1 OF 2 SHEETS top=C958.J).�Nes afeeper Mon J:i. �'_�� ' � �-_ � Iar-0tl) �nofea P�poseE retaining wall �� Flb�a. LAKE 1LIINN——9�0_ _— — DENARS-GABRISL �n.�er «e;e ma��na.wwr.don or�.00rt w.nm�rsa M m. ^ __ ' ` o�a�a mo�i om o m,n a+vo�...e ia�a i.an c E.i'rJlO�T _ fANO SURVEYORS,INC. s rv w�e�.�rnns�w:o�i rrw swro o�wn�«ow. 1�1 1�j� --_ 6875 Washinqton Ava.So. �/� -°9` s�r«zos iii/L�� Proposed top of foundation elev.=968.3 Edina,MN 55439 W�dd E. x Phone:(952)767-oaa7 srow Propased goroge (loor elev.=968.i7 Fa.� (952)767-oa90 n,'.: �.a.y.re.2fau �'=zo' Proposed lawest Iloor elev.= 958.3 0 PDF created with pdfFactory trial version ww�v.odBactorv.com Christine Mattson From: Jesse Struve Sent: Tuesday, May 28, 2013 4:49 PM To: 'David Crook'; Melanie Curtis; Christine Mattson Subject: RE: Lecy 4395 North Shore Dr. David, I like the additional grading which is being proposed, but I really need to see the drainage areas existing and proposed. If I had the capability to do this, I certainly would, but unfortunately I don't have the ability to do this even if you sent me the drawing (I don't have a CAD program). This could be done very quickly(without much additional cost) by using your CAD to quickly delineate the drainage areas existing and proposed to the neighboring lots. I can't quite do it with the existing survey because it gets a bit cluttered for me to clearly see the existing contours, but you can turn off the proposed layers and do this relatively quick. You can then quickly calculate the areas. Since I am ultimately the one who signs off on the permit and I cannot allow additional runoff from being directed toward the neighboring properties, I really do need to see how much water was being directed to each neighbor. Feel free to give me a call and we can discuss or I can clarify what I need. lesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us From: David Crook [mailto:decCa�qwestoffice.net] Sent: Tuesday, May 28, 2013 9:59 AM To: Melanie Curtis; Christine Mattson Cc: Jesse Struve Subject: Lecy 4395 North Shore Dr. Melanie, Attached you will find our revised copy of the subject survey. I spoke with Mark Lecy and he is definitely interested in avoiding increased drainage to the neighbors. The proposed retaining walls, additional walk-out grading, rain gutter configuration (for gradual dissipation and absorption) and revised swale have been added to address those concerns. Additionally, Mark actually recommended the berm as an extra barrier. I also believe this additional measure is tailor made for the situation with Mark assuring that a working, functional berm will be constructed. The builder and homeowner are hopeful that the measures are satisfactory and that the expense of additional engineering studies can be avoided. David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. i 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) decCa�qwestoffice.net 2 Christine Mattson From: Christine Mattson Sent: Wednesday, May 22, 2013 12:00 PM To: 'marklecy@lecybros.com'; barnold@lecybros.com Cc: 'Mark'; Melanie Curtis Subject: 4395 North Shore Dr/2013-00317 Hello, City Engineer,Jesse Struve has reviewed the revised survey submitted, dated 5/20/2013 and his comments are listed below. If you have any questions, please don't hesitate to contact us. Christine Mattson Melanie, I have reviewed the proposed changes and still have concerns the volume of water will be increasing toward the neighboring properties. In order to determine if what they are proposing is increasing the volume of water,they can have the surveyor provide an existing drainage calculation and proposed drainage calculation. The information I need is: • Area of existing hardcover and green space draining to neighboring properties(split into area draining east and area draining west). • Area of proposed hardcover and green area draining to neighboring properties(split into area draining east and area draining west). The calculation should also be accompanied by a map or existing drainage area and another map of proposed drainage area. I am still concerned with the amount of water being directed toward the neighboring properties. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us From: Jesse Struve Sent: Thursday, May 16, 2013 1:50 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130516 4395 North Shore Dr 2013-00317 I have reviewed the permit for a new house and have the following concerns: • The proposed grading is directing water at the neighboring property to the west. This will increase the water being directed toward this property and the grading should be altered to manage the water on their property. Maybe there is a way to redirect water from the roof away from the neighboring property. • There is a contour which appears to be mislabeled (967) but should be (957). Jesse Struve, PE Director of Public Works/City Engineer City of Orono 1 g-��o C ITY OF ORONO � � Street Address: I Mailing Address: I Telephone(952)249-4600 '� G� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 ! Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us `�kEsxo�� May 14,2013 Mark Lecy Lecy Bros Homes 15012 Highway 7 Minnetonka, MN 55345 RE: Building Permit Application#2013-00317 4395 North Shore Drive On May 9,2013 the City received a building permit application for a new principal structure. After a cursory review of the building permit application, Staff noted proposed grading with 75 feet of the Ordinary High Water Level (OHWL). Grading within 75 feet of the OHWL requires a council approval via a conditional use permit(CUP). This issue was not apparent when planning staff met with your staff and homeowners or it would have been noted at that time. The proposed grading appears to be outside the level of backFill grading that our Building Official can approve as part of a demolition permit. Attached is a copy of the CUP application. Please note the deadline for the first available meeting is Wednesday, May 22, 2013 at Noon. This deadline is for the June 17th Planning Commission and July 8 C'rty Council meeting dates. in the meantime,we continue to review the permit for the home. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Demolition Permit Application. Please complete the enclosed demolition permit application and return with the required submittals as noted. 2. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater.The required escrow amount for this project is$2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. Your project may trigger the Minnehaha Creek Watershed District's(MCWD) permitting requirements; please contact the MCWD regarding your project. Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed projed does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4627 or by email at mcurtis@ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORONO C Melanie Curtis Planning&Zoning Coordinator c John& Barbara Corness;3715 Lilac Drive;Medina,MN 55340 Lyle Oman, Building OfFicial Jesse Struve,City Engineer enclosures _� ["'. ;� �`- _ . .. � - ': *�'. �c:"°�Y,I F � ��, i@� �'� �; � p"�k �, �' �"':��.�� «�r '�:i � *� �„ ,�r`.�i � '.� � ".�, `a� ,` � +!� ' a �A, e s . — � � � ' �'�F �, �E �� tl� � l V� , ' , . r . � , � 1 / s. »� „ . �, � ; , ,' '� �Y. ,, �„�� ;��r ..,.�� P. ,, ( , . .rw- � 'a. , _� ' �� , � t�/'"r� r 'r r�u . °;'� � �'`r.� . ' �t� � �y 4� a �r + 7 + � � '1l� s 'y '� 1 '� �. '�, �, .. .. � �� "i- '�", s.�y� �r�.`'�� yr y ,� �'� � � ':�, ..:R - � Y�i4 �'.x �� 5 �"^.� . ,�: �:,,'� �i "�S'�� . �� F� � L� - .;�r �r, . , -� � .N�.. .%w i.: . 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M '; - : �� ; � Y: �� _ � � . ... � 4��i� x. a �� ♦ '� r �� i . �I �� - . � ' � � aa a o 9 - '� ..a �_ ` ' h. , , � q'. . � N��Ay �� ' -:l " �. 4 . 'd N c� . i�:.� �y� =. �91§N �' j 1�:. - Yv:... _ .� ' �` .. � � ��`�,... � �»�.� rAY, .t ��6 ��'^�.� E .,;',�'S%� � 'yg��rY � �* ' � � - �+ � " ,._�s�.... .. 3: 4395 North n�^ Shore Drive �� Disclaimer: This drawing is neither a legally recorded map nor a rvey and is not intended m 6e used as one.This e drawin4 is a compilation of remrds,information,and data 0 97 F22t located in various city,wunry,and state offces,and other sour<es affecting the area shown,and is to 6e used for reference vurposes only.7he[iry of Orono is not OO Bolton&Menk,Inc-Web GIS 5/13/2013 3:07 PM rrcnnn<iMa fnr anv inarcurarirv hnrcin rnnrainrd. � � RECE�VE�' Lecy Bros. Homes - Corness Residence- 4395 North Shore Dr. ��N � 6 20�.� in the foilowing table, idenfify all items of proposed hardcover on the property, k�i�� pRd� letter to Certificate of Sunrey (surveY must accompany this form). Include ail existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. Tdal ; Ke'f►� �� lies(De�cri�el ( Isng�z w'� � ��t�Ecet} i � ��—� ' �'P1ib Sg� � m S � '� , � .�i 7 % S_F. �� p � jJr� � Er ay t � x ��.. SF ,, , B " i Z X"�� , 2� S.F � C ' � � � �..� p , ,� �2 � �0, / 7 3 � E � ,, �Z ,; 8� i� �F � C ri L�,�j 4( ��...�- c L --G , - z� S"� - ' f r�.4� �T. �Q - 'r �� 1 Y ::! 3 S.F. H �: 2 X 7¢.�i y 14S S.F. i- � ^or� � yzrr� � ' � S x 57. G ; �� sF . J F �, �,la�K � -,y sF K " � �X z�, � �j�, 2 s.F. ! ;, L , , ��..-� 3.5 r S_F . � r _ �A .-� '` --' > `' rl - � " y sF � N � , � x ; � � �d � � oJ e � �F 0 ? Z Y2� J `� sF , r P � 3.� X 1�,7� ' �i9 Q �� 1�,4 X 34 � 5 Z�,3 S F � , R � �, � 1 g� X ?f ?�9. la s.F ' .� . ` � 2S �" ;2 � � so s-�� l � T C n� ��a h . � x a° � ',� S F , � r /��..x /a �� o U �� o �J �r) << '' . : X !�, � _ S.F ,/. 5 x /a i S.F. W " SF X << �" �„ �c� - `" —` �, ,� ,. 24 / XZ42 ' S �-5. �_ �F Z K �� . . � S�_ .. (�) Ta�al P�'°P°�sed H�rd°°rer � �,a�� s�J S.F , jF _ � �— S.F � F , � � S.F. ; � S IF S.F. � Toial F�ac�udabie 1-i�'dc'�� g_F. 3 Net H�doov�er ubtrac�ine(2)from fine 1 4 Taiaf Lat Area i z�y , 9 S�. , Prq,osed wr�doo�'P�9e I(31=t41 l � x QR OHO COPY _u'� � �'Vr� Cih�caf Urana o�uaeravn2 � -�i , . �lar�l�over Cal�a�3��i�n �111or6cshe�# ' r�% i°��►�x��ty/1<�Cler�;�; 4395 North Shore Drive �'repared by_Demars Gabriel Land Surveyors Date 5/01/13 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 1. EXISTIfV�'G NAF2DCOVER In Ihr,folf�wtng t�ble, identify a�l iterr�s of 6xisting hardcover on the p�operty, keyed by letter t� Certificate�of,;urvey (survey must accompany this form). Use�as many tines as necessary to ��1►'��I�kx�+ner�of the p�ope�ty- �f hev t�____.__-�---�----- ----------- ii S�r �i ---- �d:ar�k�a�re�r tt�e(1�esc�be� �-- L,en91h:WY'd�tl� �Total _-� ~E zam e (C;;�a,cJ�:1 ` ----- -- ---- _ ��Il�ne FE'et) --i aµ ,,!_�,� !��,� •, 2�. - 24'x 3t1-�—�--- ------�--SF. � ---a-� --- _� __----- —---------- _ z�,�x z y z � --��- , �l S-F- �- -� - �j_�C ':u- _ _- � =X /<�Y // � 2 S F r p. , f � � x � ' ' � �, � S_F. E-� �> G � �.� Z.�.; S.F. — ------ -_-_------... a��a � � 2 S-F- F , -�------------------- - I�-- - - --- � ---��, r�;�-._'_W. �o_,� FG --�---------- ------ ------- __�.� - --- S_F. t �i ` ---- --- -- �--Q'`� �`/?�r� - --��' ` �F' � � p J � �._--� , �-------- ------- � F �3 �_ (o(o.$ 5_�. s h_.-.i ---- _ --- - �-� '' X Z Z.3 _� �f GG / S_F. �-F(- � �`�°,� �,3J `"7��4 S_F_ , �_ " _ ' _ � �.E'� 1 1 G f S.F. Nq - i�_ — `� � " ��.� S.F_ I�! ✓�,� -- l=�� ` 7.G S.F. --------- ---- �� P_`; ` l.�'t S_�. f} ` 75_3 - --._____- -- 1. � P ---------�o x ��-�-. -- /9 3 � S.F. Q Z.sx4:3 iG. 7 S.F. „ .��----------------- �.'X 20.4 S.F. �_.._T�.---r ------�------ _._ _- - . `.------ ---.,._. _ J �-- -----, -- -- - ------ - -- �-�X.�_ G�-S S.F. � i •--�- ,=; ` --- _ ._ . _-----__._ _�.�.o x g G q.�.. s.F. �. _ --- ��- _... "._ -- - �--_______- -----'/�:,7;� E.. �� 43,� S.F. _. _ � i� � �- ��' _. -= -=---- ,..____-- , _ _, - t,c ic �� ------•---------------- - - -----•--.�_..-------- ------ ' - S_fi. ; �_ - _ :` 1 ^ `� ' ... ' �, .4 i/ . .'_"�' �� -..�_�� .� �_ / � .. .__�._ _.�-�-- ----'� .l S X�,�,c �, � - --- --- — __----- __.._. S.F.� ----------------— � i `9��! [=�� ac�cr'3�.� -- -.�.._.�=-- ._ . F__• __---------�—� -------�- - ` ' s_F. E.�ctvdaete Ha ----------------- --- _ ...._�� .. r�r. . . � — - ----_..-..__. -- --- ' ---_..__ ._ .-- --- S.F. � `_�_�_._..__�_-------- -, � ---- �.�'" _`_ S-F- ' -- -------------- S_F �-___--�-- .--�-------------------- _._____.____._..-.�.__. _....._ ..�......_� ._ _._. �; -----'J-S�, `_i��_Tdaf��tc�at�iir i+-t�rcioc�v�r_ ----------•-•------ .._._.___.�_$.� � r {VPZ ��fs!ir� H�rcl;,�v3:r Sur,4rac.�t iine ��.� irutn iine 1 �� t �--��---_.�.____ __I____—__ _t_�L —____S_�L_r. '- s. �� T,a�1 Lvt/1rea - — ----�... _ r ' -----_ --•— - -- - --- -- , - ----------- ' �7fi�s�di I�i�!'i� ----- ---— -_------ j._..,.....�......,...__ J�` � c�,�z�r Perrxrrf.ag�-: I(3j : (4)� ; _-- ----- _ � _ _ . _ _. _ - _ ..__ _-- , _ -------�-------- - - _.�___.�.�.� Sheet 1 of 2 see sheet 2 for totals - -��Y�� City of Orora ac�ober�ovx '�;�i , ; Ha�dcover Calculation Wor�he�t � '�`�� 4395 North Shore Dr. ',,� • Pm�erty/kiclress Prep�red by Demars Gabriel Land Surveyors Date 5/01/13 ` Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 3 1. EXISTING HARDCOVER In the toliowing tablo, ident9fy all items of existing hardcover on the property, k�yed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to ��Y��9�dc�er stad�5 of the pnpperiy- Kev to � � �, ttar�a�rer�tern(p�) �� Totai 1Ezam e (Carage) " vare F i � �_ I , � - Zs'Y� �S_F. -r�'�`'-°`._ .'"C.`c .. � ft ? � ' ' — z � �,g S-F- ; � B� I g �, r� -,Wr.�,a �. zx �� ,� � �-- �; s_F. ;;, C�{ .. �--p��t--- � �.s y ,- So.s� s-F- --.� ' ; y � / Z S.F. �' E- I " t.__ ' " F _ ` � _____-___ .� ----- - - . . ____ ----- -- 1� 9 x r E,� ��4,� s.F. �--- - : _ f � G x ^G-y-- .¢S�.9 s-F. ; �_t- _ �._'_-- i5 o x4-�.� --�� s.F. � _' � � -...'- /o;..� S-F- _ I �' / J _ � ✓ /;' -�+ f (�'J.�- S.F_ ✓r � � E �:r � . ,' l�i� � $-F- K - I ,, (_ -I ; I . � Z`�i, _-: S.F. �•_�— _ — l�oX ?S-S ^4Z� ^ S.F. �, N _ ) � l � � , � ---� � �.G )C ?r.%N ' ' � _ S.F_ _ ! , � � ` ` � 3s x_�� __ �`�- �% s-�- �. I N� � ��_�_�. .._ �.�� ____�� _'. C 1�-----�-- i'�-�-�'-�---�-- _ , 5 x � �S�_ -�._ S_F. � _ ^Q_��-� �, ��_ � Y /� G ��. 5-�- - � ._ ,�,c �c � ,, �� i��---R-�-�— -- '� - ---- " � -4 x��'1 �`_ s.F � �T_` .�� -_':; _ . ' y-Ti .4 3�Y� �F-� �-----= -----------___ — , / ( -' // l�'. X/�1..�' �`� � S.I'� �__ � I I ` � ..�-��__"__.____.�'_ _- �.. "� � � _ -__�_ _ 1___`--------------- � i'� -� �� S-F 1 �Tofal Hardcov+ef �% 5 �/ _j+ � Q s.F� E�cclvaabte Ha�►ef: 1(, ��{,; � � �4.s S-F , ---I -�------�------- ---T---------- �` -�--:�-___--=- ---_-_:-^---- ___�---: --:�-_�_- �:F� -.�..--- -------- � i• �.F. .__�� -------- — --_—._1.. S_F _.--� P , -- ,—� � S.r rI �2) Total Ex�da� �� S..F. (3) Net Existing Hardcover [Subtract line �trom line(1)� S � 4 To�al Lot Anea __ --------.- __ G I�„��L`►, 7�� C�� -----_�b� �� t c��=c4)a 1-2 �- � -- --- -- --- --,� , , 1 ��:� j __ ` . � 2. Proposed Hardcover (Over--.) ' � . � . Christine Mattson From: David Crook [dec@qwestoffice.net] Sent: Thursday, June 06, 2013 8:39 AM To: Christine Mattson Subject: Permit 2013-00317 for 4395 North Shore Drive Attachments: LECY CORNESS EX HARDCOVER SHEET TWO.pdf; LECY CORNESS EX HARDCOVER SHEET ONE.pdf; LECY CORNESS ORONO HARDCOVER SHEET_PRO_1.pdf Christine, These are the hard cover sheets sent to Lecy. Thanks Dave David E. Crook, PS Demars-Gabriel Land Surveyors, Inc. 6875 Washington Ave. So. Edina, MN 55439 763-559-0908 952.767.0487 952.767.04909 (fax) decCa�qwestoffice.net � �ROM a�gell aire inc 952-746-5202 4WED)MAY 1 2013 8:29IST. 8:29/No. 9303213136 P -2 , � � � H A �i � C � � � � � d a '� rh � 3_ � � � G. p S i � � A � a � � m a � n � �, _ � e� m � o � � � m � C � � � �' s � � A '� `+ �. ;'i � 3 a � o � � _ ,� O � � �, � A � � � � � Q �'q � � � ~ � � � �. � � C � �� o � N � , �, � � C � � � � � �c 4 � R � � � F � z � � ., d � � � � � � � ,, � � 3 vJ � o�, C � �4 ^ a o � � � � � a g � � � � u� , � , � � � � � � a � � - - �o � � w °o � � � �'• � � a = � 0 3 � � � � °� � f� � � e�o a r 0�1 r � �. � fp Q C � � a � � � Q > > � � � � � � � � a � � � � � , � a � Q � � �' o � � � � ti C:� � � � � � � � � � � � ' � � � � � � � � ^ � � � � � n � c� � � � � � � � , �' � � � _ -•� � o a � � � � ` � � � � � -� � z �- a � ,� � �' �: � � � � � � �• � �ROM a�gell aire inc 952-T46-5202 {WED}MAY 1 2013 8:30/ST. 8:29/No.8303213136 P '3 • Ventilation, Makeup and Combustio�l /�1ir Calculations Submittal Form Far New D� vellings These blank submfttal fo►ms and lnseructfons are available at the Glty of ChanhasSe�k websl;g.��d�t City Hall, The compitted Porm must be subrnit- ted in dupUeate at the time of applicntian of a rt�echanlCaf permlt for new construction, Addltlona!forms rr�ay be downloaded and prtnted ar. httpr//www.N.thvnhosstn,mn.us/serv/buJld.htmf, , : Slte a60��s L�� . �r . � Dale ��13 Cantroctor r�/' }, w, • COmplet4d ' y� B �/ :� • Section A � � Ventilatian quantEty f0ecermi�auanc�N ey vs�ng TabiQ�s.i0a.a or Eauet�on i -�� Square Feet(Coodi�toned area Indvdtng u(,/ 8ais+Y►ept-tirushea ar u�Bnlshod) ` / � TOtel I'equl�ed venHl Jcn �� Numb4r of bedrooms .,:/ Contlnuovs ventllatlqn �� Dtrecelons-Determine ihe coral and conilnuous ver�tliativn rate by siiher using Tab/e N11e4.x or equotlorr 1�-2. The table ond equation are below. ' Ta81e N},IQ4.Z Total and Continuous Ventllation Rates{in cfm . Number of Bedroams � Z 3 4 5 6 Conditloned space(fn Total/ Totai/ 7ota1/ Totai/ Tota!/ T�� sR•�) contlnuous contlnuaus Gontlnuous continuous continuous cantinuous 3000-i500 60/ao 75/a0 g0/a5 1�5/53 120/60 1.35/6$ �501-2000 70/40 85/43 100/50 115/58 • 130/65 ],45/73 • 2041-z540 80/40 95/48 110/55 128/fi3 iQQ/70 155/78 2501-3U00 9o/a5 105/53 i2a/so X35/68 15o/7S i65/a8• 3001-3500 i0Q/50 115/S$ 130/65 145/73 16Q/$0 17S/88 3501-4000 iip/55 125/fi3 i4p/70 155/78 170/$5 185/93 404�-4500 1�OjB0 135/68 154/75 165/83 �80/90 1g5/gg 4501-5000 t30/65 14.5/73 160/80 �.75/88 190/95 205f 103 5001-55G0 140f70 155/7'$ 170/85 185/93 200/�,OU 215/108 5501-6Q00 SSp/?5 165/88 180/9� 195/98 z7.0/105 225/II3 Equation li-i (0.02 x square feet of eonditioned sp�ee)�(ZS x(number of bed�ooms�1)j m Tetaf venUiatien rate(efm) Total ventUatton-The inetha�leal vent(lation sys;em shml!provld@ SU(itderrC ouidOOr'alr t0 eqUel the t�tel veqtf18tl0rt r2te eY@PagB, for each one-hour period according Co the above tabie ar equa�fon. For heat recovery ventllatars(HRVy and energy recovery ventlla- tors(ERV)the average houcly ventilatlon capacity must be deterrr�ined fn consideration ef any reductlo�of exhaust or ovt outdoor air InWke,or hoth,for defrost or other equfpment cyclir�g, conqnuous ventilation-A minimum of 50 perCent•of che total vent(lation rate,bu n � s than a0 cfm.sha(f be provided,on a con- tinuous rate average�or each one-hour period. The portlon of the mechanlca!venr�la on system intended to be continuous may have automatic cycting controls providfng Che average flow rate for each hou�is met. • . • G:ISAFE7YIJ1(tVe�t•maKeup.c�mb alr subm�tal(2).docac . • Paye 1 Of 6 .FROM ar�gell aire inc 952-746-5202 {WED)MAY 1 2013 8:30/ST. 8:29/No.9303213136 P '4 Section B ven#ilation Method Choosa elther ba{an�!or exha�st nNy� ea�anced,MRV{Heat Rq�O�ery V�nL��ator)O�CAV�En�rgy RatO�- Exnausc onty ery Ventllatpr�—Qm of unit In Ipw must noc azceed WnHnueus venU- Contlnuptts ten rdtlt�g(n Cfr11 Iakipri rati�g by more than 1009G. � . �0'"�m�. High cfm; �.) CoMlnuous fan rating In dm(cap:•:ity must not exceed �./ tontMuous venUlatlon rating by n��re tE+an 100l6j' Directr'ons-Choose�he merhod of vent/lat/on,balanced or exhaust on/y, Ba/�nced vent�'oilon Systems nre typlCaUy HRV or ERV's. Enter ihe law ond high cfm amounts. [ow c m�ir f►ow musr be equai to vr grecce�thar.the required eo��l0U5 venrlltft�ion rate and less than 1Q09b greater thon the cor,tinuous rpre.(Far ir�.siance,i rhe lvw c m is 40 c Automotic cont�ols moy pllow the use of o larger fon that is vperated a percentn e a e��e venr;latlon fon must nor exteed 8�cfm.J 9 f h haur, Sect9on C � Ventilation Fan SGh�dufe Description Location Continuous lntermittent _�^ . Direct/ons-1'he ventl/�tlon fan schedule should descrlbe whot the fan I5 fa�, the locatlon, cfm,ond whether lt Is used fo�canilnuous or intermittent ventfla=ion. The fon chat ts cl�ose for conrinuous ventibtlon must be equal tp or greeter than the w m o/r rating and less thorr Io09b greoter than the contlnuous ro[e. (Far 1nStance,ff the lOw cfr»/s 40:fm, t/ie contlnuQus ventila[lan fvn musr not exceed 80 cfm.J AutomatlC controls may ollow the ase of a lorger fan rhat is operated a uercentage of eoch hpur. ' Section D • ventilation Cont�ols � � Describe o eraUon and�ontrol of the contin us a d in Itte�t ventllatEen) .✓�„ �� ; D/rectians-Descrlbe the operat/on of ihe ven tiJoUon system. 7here should be odequvte detol/for�.�on rev/ewers and i�pectors co,rertfy des/gn and installatlon comp/lance. Re/ared rrodes cfso need adequare d�tcrt for plocsment of concro►S ond pi•��per oRerat/o.r of rhe bu1/ding ventllatton. !f ezhousr fcns ore used for DvlJding ventllotlon,destribe the operoi/on ond Jotdtfon pf vny COnG'ols, ��dir,otOrs and leyendS. If en�RV or HRvls to be installed,drscrl6e huw ir wIu be lnsmlle0.lf It wtt!be connetted ond/�teiJored wlth the o�r handt/��equlD�r+en�,pleost describe sLch�onnettlpns os detolled 1n thc manyfp�tu�es'Ins[ullatlon Insvutcio�s,fj th8/nsiollation instruct/ons requlie or recomn,end che e4WDme»!to be/nterloeked whh the pJr hondf/ng�quipmen�for prope.•operodan,suth lniercpnnectlon BhaN be mode ond descr/6ed. . Sectiott E ' � Make-up a!r P�ssive (detgrmined from Celcuiadens kwn TabIC 501.3.1) Powered(deiermined ttom eelWlations frOm Table SOi..3.1) �ncerlocke�With exhauat devlce(det�r'mined fram calculatton from 7abla 50�.3.i) • Uther,descrlb@; tapttOR of duct or syste,m ventilalEon make-up'air;Detsrmined from make.up airopening toble � . � Slze and rypa(round,reqpng��ar,fl�c pr tlgid) � (NR means not required) Page 2�f 6 -FROM �gell aire inc 952-746-5202 f4�lEED}MAY 1 2013 8:30lST. 8:29INo.9303213136 P '5 • Dir�ctions•In order to determine the makeup ol�, Tab/r 5nl.�.s must be flll�d o�t(see�._/uwJ, for most new i�stallut'lons,co/umn A w�ll be appropriore,however,if otmospherlcally vented�oppllonces orsolid fuel applianc�s are lnstalled, use t/�e approprlate column. For exisrfn�dwelfinqs,see►MC 5pI.3.3. Pleose note,if.the makeup alr quentrty/S negc�t.tVe, no oddltlonal mokeup oir w1116e re- vulred jor ventllation,if the value ls positive refer ro Table 5oz,3.2 ond slze the o (round,rectang�tar,ftex or rigJd)to ihe last line of sectJon b, The moke-up oir s�pply rr.�:srrbes�sta/ed p r/MCSo1.3.2 3°nd type � Table SOi.3.1 � PROCEDURE Tp DFTERMINE MAK�UP A7R qUANITY FbR IXHAU$'r EQUIi'MEN71N DW�[,L�NGS (Atltlielona!cOmbusu9n alr wn1 be requlred�fpr tombVstion=ppllanees,see KAIR mgc od for caleulaetons One or malHple power pns or mvitlple fen- One�cmospherfcallr vent MulUple atmosQherka!- vent or dlrOct vent ap- a�lsted apppa�ces and D��nees o�no epmbus- B�6 or ol�eppiian¢e ot ty vented ges or op p9wer vent or dl��veAt one solld tuel appliance aDD►tances or soltd fue� tlon eDp�lanC�s appGances eppUanCeS Co�umn a ��umn C Column D �, Cclumn B a)snessvre tactor 0.15 D,O6 (dm sfl. �� 0.03 • b�mnditioned floor are�(Sfy(;ndvd�ng yy7� . uaflnlShed pasements Estiehated Nouse infiltralion(t!m)t(i� � x�b 2.F.xhaust Cavacitv a)contfnuous ezhaust�o�ty venclfatlon 'system(tfm�;(not appllee6le to ba• �l � . • �aneed ventuatbo systems such as �'� � Wkv) bl C1oIAet dryer(cFm� ].35 �I 8076 of IargeSt dchatrst�ating(efm); 335 135 135 Kachen hood cyp�cally �'�Gx • �( (nOT BDpftcab�C II redrfUlaUrlg SyStAm ��) ' or�!power�makeuD alr Is eleatrlcally �� . interlaked and maccti to enAaust d1�of next�ergest exhaust ratr�g , • .. {ePm}; bath fa�typiepny (not aPpllcable If�eclrculatle8 Syy�� Nbt ' or if ppwered makenp at�19 eiectrfeally AppIiCB�ile interlocked and matched to exh�ust) Tota�Exhaust Cacadry(efm); �� (2a+24+2e+2d� 3.Makeup Alr Quant�ry(cfm? a)rot8i exhau�t wpaC�ty(from nbove) �. /� bl estunAted hq�.rsa�nflltroteon(from abo�e 'Q • Makeup Alr quantlry(dm}; (9a—3b] `�� (it value IS negaUve,no makeup ai�ts needpa 4.For n,akeup Air OpeMng Slzing,refer to rable so�,n.1 , a� use�1►Ia column H tittre are other than fan.asslst�ed or avnosph�ically ve�ted s ar anC dUact v�nt applt�ces may Le uaed.) Ea oll ap0ltanCe or if thCre are f�0 coTbbstlon eppllar�CCS.IPowet�vent 8• uss thts eolumn if there is one tan.ass�steq avp11�„ce per��U�g�=e,.r, �qppffan�es othe�tha�atmospherieally vcMed appilances mey eLsp aQ in- C�uded.) C. u5e th{s eplumn If�yere Is ona atmvsDheAcallY ranted(other Nan Pen-aasist2d)gai O�ol�pPllan�per vefltfrtg yygt�o�one spJid fuol aPg�ncg, D. Use thls cotumn IE th�rg�muldple abnospherleally ve��gas or oll aApnanees ustng e aommon vent or If� . aODlianc�a and to��d tuel Dppqentes. tfliaPe 8re atrtrosDhe��y„�nt��s a oU Page 3 of e �ROM artgell alre inc 952-746-5202 {WED}MAY 1 2013 8:30/ST. 8:28/Mo.9303213136 P '6 ' ' Makeup Alr Opening Tabie far New and Exlsting ?weiiing rable Sn1.3.2 � One or multlplA power One or muttl¢Ie fan. One atmospheriqily � Multiple atmospl+erteally venc,direct�e�t ap- assicted appllanePs and Vented gag pr oll ap. vented gas o�oll e� Duci dh pll0nees,Cr no Camhus- power vent or dlred pllanee ar ane spild fuet pll�ntns or solid itae) arheter ttori appGances vent appllances aDpllance appliances Column A C�Wmn 8 Coiumn C ' • ('as5lvt openlnB i—H6 �91URU1 Q • 1-22 i-15 1-9 � Pas5lve oqening 37—(y6 23�41 1G—2$ 10—17 4 PaSS+�eopening 47�1Q9 ax-66 a9-�� e�� 5 . Oissive oPCning t10•163 6%-100 al--69 2g�qZ • 6 Passlveopenin 364-29; l0i—ia3 70-99 4 Pet�alve apenln 233—317 3�6l � 164—i95 lOd-135 62—83 Passlve Opening 318—4I9 196—258 � w/motori:ed dam r 136—l79 84—110 9 Passlve opening ' 420—539 259—332 180—Z30 iil—i42 w/motprizeQ dampe� x0 PassNe openin8 S40-679 333—a19 Z31-290 w/motpr��d damper 243—i79 11 Powered mal�ruD a!r >679 ?419 >I90 >179 NA Natrs: • A. nn equlvalent lengtn at 100 feet ot round smooth metal dua is assumed, Subtract 40 feec Por the Azcertor hooa and ten feet ior eaeh gp.degree e�bow to determine che ree�nainln�leng��ofStralg�[dvct albwabie. B. N flexlble tl�ce�s used,Inerease the auct dlameter by one Inch. Fiexible duct shatl be stretched wtth mInlmst sags. �mpressea ducr sha11 noi t�e accepc6d, C. Sarome[ric dampers are prohibited tn passive makeup alr openings when any atmaspherically vented appllance Is Inspped, s + [�. Powered makcup alr sl�Il be ele�trfoaliy IMe1tOticed wlth the large5[p.xhau5t gygtem, � Sectians F Combustion air Nat fequlred per mechanital code[Np a�mosDherlc or ppWer vented appitsnCea� �' �asslve(see IfGC Appendlz E,Worksheet E-i) Size and ty� Other.ticset►be; �/ / � ` �� / �'L" I�el/ . Expl�rnatton•!f no atmospheric or powe�venred oppllonces are lnstalled,theck the appr:pr/ate box,noi requlred. if o power.venred or nrmaspherleally ventcd appllanCe Jnsia!/ed,use IFGCApperrdfx E, Wo�ksheet E s(see F PIOwf. P/ease enter slze and type. Combfl5- tion olr vent supplies rnust commun/cafe wl�h the appll�nce oreppliances that reyulre tf. cambus�lon air, Section F ca/culprions fdl/ow oR the next 2 pvges. Page 4 of� fROM angell aire inc 952-746-5202 {WED)MAY 1 2013 8:30/ST. $:29fNo.83�3213136 P '7 ' ' Dircctions-The Minnesora Fuel Gus Cade mechod ro calculate co sfze of a required com: �stion arr ope�ing,ls called the Known A;r lnfiltratlon Rate Method. For i,ew construttion,46 of step 4 Is requ;red to be flfled ou� 1FGC Appgnd'u�E,Worlcsheet£•1 ' . Resideotial Combustion alr Celculatton Mechod Ifor Fumace,Bojler and/or Water Heater In the Same SDace) 5tep i;Compiete venced combustlon aDPrance Information. FurnaCelBoiler: � ' _pratt NOfld ^, Fan ASSISLQd �plreci Vent Input: /Q��gty�}�� or Pqwer ven� W8t2r Meater, / /J _DraR Hood � Fan Aaslsted _D71ea Vent �nput: 7S��Ov gtu/h� or Power Vent stov zs Calculata the vofume of che Combustion Appnance Spaee(GAS�containi�g eombustton appliances. The CnS 4+ctuaes an�paces connected to onc another by code wmptlant opemngs. �A:.v0luMe: �y �_,{�' ?�a� �r9 Step 3:Detefn+ine Alr'Changes per Neur(ACii)1 Default ACti values have been I�eorporoted into Tahle E•i tor�se with Method 4b(IWR Method�. If the ear of eonsavccion or pp�t Ls nnt known,use meehod 4a(Scanda+�d hteehod�. Stcp 4s Determine ReQuired Volume far Combus�ipn Alr.(DO NOT CDUN7 pIRFGT VENT APPCWNCES) � a+.Standard Method TOte�Btu/hr Inpwt p�e�l eombustion applla�tes Inp�t; Btu/hr Use St2ndard Metnop eolumn i�Table E-1 to(►nd Tota1 Requlred TRV; ft� Vplyme(TRV) If Cti5 Votume�from Step 21�,preater than i'RV[tien no outdoor openings are needed, Ii Cq5 Volume(trom Seeg 2�!s tess than TRV chen go to STBP 5. 4b.K,lown Air InHlcretlon Rate(KAIR)Methpd�00 NaT CQUNY p1REGT VENT APPLIANCES) �I Total 9to/hr input of all t�n-aulsted a�d oower v�nc avpllances Ir+put: I,S�OO_�/ox„�„ use fae.Asslsted Appliances coiumn In Table E-1 ta Et„d at�q: c�li,,7J h3 Requlred Volume Fan Asslsted(AVFA� Towi atu/hr i�puc ot au Natural deak appGances Enput; r Q _g�/h� Use Natural Crah Apptiances solumn In Table 8-2 to find RVNFA; �/�h° Required yulume Katurai draft appilantes{RVN�a1 Total Rcqulred Yo►ume(TRV)=RVRA+RVIVDA TAV� O G�.� { G�'J��/ s �C,�� .�V,�� If fA5 volwnr(Fr�m Step 2)!s gieater thpn TRV thcn no outdoor operungs are needed, if CAS Volume 4from 5[ep 2)fs tes.x rhan TRV then go to STEp 5, Stlp 5:Calculate Ne rptlo o�evailable Interto�volume to the tneal repuired volume. ' Ratip�CAS Vqlume�hom Step 2)dlvlded by7RV(from Step 4a ar Step 4b) /5/y9 �c�G� ''' {L8L�0 s a Sttip 6:Calculate tteduu�on Pactor(RF�, �— RF=ll++lnusReUo RFvl• ��0 ' � I �y Sccp 7:Ca{cutate ytngle outdow opnning as It all�pmbustion alr 15 fcom outslde. . Totol 9�y/hr I�put of�0 Combustlon Appllan�s in cl�r asme G�5 Jnput: �DT D gtu 'sr (EXCEPT DIRECT HEN'r} GombusUon AIr Opening Ares(C�►OA�: Total Btu/hr dfvfdeAby 3000 Bt�/hr per In= CAOA.7,r'D(/O '� /3o0Q Btu/hr per in'■ S In= Slep 8;(�Icutat4 M(nimum�AOA. Mintmum CnOA=CApA�rw/tlylfcd b RF Pv{irtimum CApA a i�t� x �'y a �� _ Step 9!Cal�ulate Cortlbusdon Ak C7p�ing�lametg�ICAOG) GAOD■1.13 mu1llp!!cd 6y the�are�r o��M1�mum CAOA CAOD.1.13 Y Mlntmum CAOA e ",��{n.dfameter go u one Ine�+ln slze If usin Rex duct a Q „p� �� / i tf desired,ACN CAn be determined using ASt1RA&ca�cuiauon or btower door tes� ollow proc�d,ucs In Sectl G304. Pagp 5 of� -.F�OM. �ngell aire inc 962-746-6202 {WED}MAY 1 2013 8:30/ST. 8:29/No.9303213136 P r8 � ' IFGC Appcndix E,Table F-1 � Residentfai Combustion air(Requ(red Intetior Yolume Based on Input Ra'ng of Appllance} lnput ftating Standard Method Known Alr Infiltrat~ ion Rate.�KqIR)Method(cu hy (Btu/hr) Pan Ayststed or Power Vent • tVatural qraft 1994 to presenc Pre-i994 �1994tp presertt pre.lgg4 5,4Q0 25U 375 188 ��'S 263 10.000 500 750 375 1,:�50 525 15.Q00 750 1,l25 563 I S75 788 20.600 1.000 S 500 750 210Q 1,050• Z5.000 1,254 1,875 938 2.325 1,333 3b,000 1,500 2,25(1 1,125 3 150 1,575 35,000 1,750 2,625 1,313 3.�575 1,838 40,040 2.000 3,000 1,500 4 7.00 _ 2.100 45 U00 2,250 3,375 1.688 4 '25 2 363 5o,00a 2,Soo 3 750 �,575 5 ;SO 2.625 55.000 2.750 4.125 2,063 5.:�75 2 8$$ 60 000 3,000 4,5D0 2,25Q 6�Ot) 3,150 s5,0op 3.250 a,8�5 2,a38 6.3t5 3.433 �0,000 3,500 5.250 2,6Z5 7.35Q 3 675 )5.000 3,750 5,625 2 813 7.i75 80,600 q,Opp 3�g3$ 6,000 3,000 8;��Q 4,�Oa 85,000 4 250 6,375 3,18$ 8,3z5 4,463 90,OOd 4,500 6.750 3.375 9.450 4,7z5 95.000 4,750 7,��5 3,563 9,:975 4 ggg 100 000 5,060 7,500 3,750 1C,500 5 250 105,p00 5.250 7,875 3,93$ li, Z5 5,513 ii0.000 5.500 8.25a 4 125 zi.s5o 5,7�5 115,00� 5,750 8.625 4,318 Sa,07S fi,038 120,�00 6,000 9,OOQ 4.500 12,6p0 6�p 125 Ot?a 6,250 9,375 a,688 1?,125 6,563 130,pp0 6,SOQ 9,750 4,875 1;:64Q 6�su s35,000 6,�50 }.0,125 5,063 1�`175 ' 7,p$g • 144,000 7,Opp 10,500 5,250 ic.7pp 7,H50 t45,04a 7,250 10,$75 5,438 1��25 7,619 1S0 000 7,SQ0 il 25p 5,625 155.OQd 7�r�p 1S 7S0 7�$75 11,6?S 5,813 1b 275 8,138 160,000 8,OQ0 12.000 �,Q00 1E.80Q 8,400 �65,000 8,250 12,375 6,188 17 325 6,663 170,000 8 SOp 12,750 S,3>5 17 8S0 8.925 175,000 8,750 19,125 6,563 1fi.375 9,1$8 180,000 9,OQC 13,500 6 750 1F g�p g�.� 9,?SO `- 9.450 13 875 6,938 i5:qz5 g,713 190.000 9.500 14,25Q 7.125 L..350 9,975 is5,000 9 750 ia,5Z5 7,313 2G.�75 z�.� 10,000 10,238 15,OQ0 7,500 `t��00 30 500 205.00Q IO.ZSd 27,'�ZS i0.783 210,000 i0,500 i5,375 7,688 . 1',�'0 7,875 22�,�50 �1,OZ5 215 000 10 750 16,125 8,063 �Z:s75 220,000 11,000 2G,500 11,Z88 �Z$�� 11,250 8.250 23'?00 1]„550 230.000 ii,s00 l��ac5 8 a38 23.6Z5 �i,8i3 17,2�G 8,825 24,:LS0 12,fl�5 1. The 1994 date r2fers to dwelfinas conetructed undyr the i994 n�tinnesota Enorgy[oda.Tha defauK Kalk r•�5ep fi thfs sectlon o!the tabte ts 0.20�GN� 2. This soction of th@ tible is to be used For dwellings tOnstfuGted prlor t01994,Th6 defeult KAIR used ir�thlg geelion of the t8b16 Is 0.40 ACH. � .r Pa9e 8 pf 8 t'-��:_e�'s�@��'"`=,4i'`�d.P�r^r v--^;-r7"'y`3 �....' .e.�� _..- _ . . .. c'a... . 'aa^a�-. .�. �.,,,�� r� '�t�s,ae�� -�s'.�i :�!i_r�- �-�,'�.� "`��:.-�. �a'�.�;�� a�s4-�,,,,+§ a �.�i{�� .rw��, � �k �',k"�'��.-�... 3':'�s;�4"-�w �.-., ,� ,�€_�'_t�� "'z A s,��a3 -»}s1 i_.3 ,r,,� ?^-f,:.,�g�r-'� �.1�°��+,•;`�'� _�sr.r .k';oa��'�"�y5�n'"�'��- ��i. ".'<eia�o;..�. 4 .;;.7`ji w`��.:,.y� .gx,;�'}y,�,� ;,;�YF�r.. �1,.,-,� ..c�� ..fi�@frv;��:',:f' -_ . �y. ,r;�.�rW v a��>��*��`t�d+F#.�g9..�'�Rr,+�s`a��3� 3�+,�n b `�`"�i .,�� T F ::r. .5 �` .,µ.,';3�� c."a�',:a.�p',; ��z�ky'�. �y&�� yg�'s�'Si.,'�.,,_r��.� ��S,A�+��S F`�r.}{ s�t�� '��_ . `��>vn,�.a-�`E�. 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'"�,-*: ,:a1,:�� ^r2 & - ml �I F '..�:r �� DATE ' TIME ✓ CITY OF ORONO aG �,� CALLED IN � z-� �-3 INSPECTION NO�TrIyC�E� SCHEDULED Co j Z4� �3��b PERMIT NO. `'�� COMPLETED ADDRESS `-1'� � � A,I - ��lUl�_ D� ' OWNER TELEPHONE NO. Cp5 � 3� ��,�j� CONTRACTOR � �� S � DESCRIPTION (� � d� � � `� E�ll� !7� � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL � MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE � SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP � PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT Q ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEP INAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: � W a O � '�" ,l,1 � � � O � W � Q � Z W � W � � d , W� �K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �CORRECTUNSAFECONDITIONWITNIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 2Q9-46QQ Owner/Contractor on site: s Inspector. � White Copy/lnspector's File Canary CopylSite Notice � � � ✓ — DATE�� -' TIME CITY OF ORONO CALLED IN — INSPECTION NOTICE SCHEDULED %� PERMIT NO. �/3—�03�7 COMPLETED � — —� �_ ADDRESS �3�-S ��// �!�/�l-�� ' l�� OWNER TELEPHONE NO.��'Z^aS�� CONTRACTOR �� >; DESCRIPTION C�G��LI � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SIAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAI. J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � � ""1"�� -✓�- 0 � � 0 � W � Q � z W � W � � GW �ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W�O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� Owner/Contractor on site: C � Inspector. White Copyllnspector's File Canary Copy/Site Notice 5� -�ATE TIME " CIN OF ORONO CALLED IN S 7 INSPECTION NOTI _DD3/ SCHEDULED � � PERMIT NO. � �COMPLETED ADDRESS �i3�.5 /UL��`�f �� OWNER TELEPHONE NO.��Z 7�3 ZZ'�(� CONTRACTOR �� ,� r�� T►'''� � DESCRIPTION !�� ❑ FOOTING ❑ PLUMBING FI ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O ). � O � W � Q � 2 W � W � � J d W/�._WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE _� W O CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR W4Ll RETURN ❑CITATION ISSUED ❑STOP OfiDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4f)�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice ' ' � DATE TIME � CITY OF dRONO CALLED IN � INSPECTION NOTICE SCHEDULED � PERMIT NO. � � COMPLETED � ADDRESS �� [� -�• OWNER � TELEPHONE NO. CONTRACTOR � DESCRIPTION � � FOOTING ❑ PLUMBING FIPIAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE � SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j O � �. � O _ _ � W � Q 2 i � � L W � � � d W ❑WORKSATISFACTORY:PRQCEED ❑PROJECTCOMPLETE � ❑CORRECT WORK S PR�EED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN IIVSPECTOR WlLL RERIRN ❑STOP ORDER POSTED.CALL IPISPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARHANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. �" , White Copy/lnspector's File Cenary CopylSite Notice .�_�---',--- ATE TIME �/ CITY OF ORONO CALLED IN — � INSPECTION N T1 E SCHEDULED �D--I� __,��, '„�`�' PERMIT NO. v `- 7 COMPL ED � ADDRESS ' OWNER TELEPHONE NO.' yz�3 CONTRACTOR � � � �v � DESCRIPTION � � ❑ FOOTING O PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � W a � J O �� . O � W � Q � 2 W � W 2 j d ��RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN �NSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on si�: Inspector. � White Copyllnspector's File Canary CopylSite Notice DATE TIME/ CITY OF ORONO CALLED IN ;��INSPECTION NOTIG� SCHEDULED ._;/" PER�trT NO..�-t't�"-C''C?jl 1 COMPLETED � ` f� �^ �DDRESS C�-';�=, /�.lt.7�-r(.{.�.}r-,':3l''..c.� %�`A «,�- OWNER TELEPHONE NO. CONTRACTOR � �-- =-- `� � DESCRIPTION • � t� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑,�tADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ��FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP = O DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J � PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEEi YOU:_YES_NO y COMMENTS: W � a � � O >. � O � W � Q � 2 W � W � j W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT VIrORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING � PERMANEN7 O CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 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. (g52) 249-46�� OwnerlContra r on site� � Inspector. � `��7�-4~—�-- � White Copyllnspector's File Canary CopylSke Notiee DATE TIME'� CITY OF ORONO CALLED IN �Z - INSPECTION N�TI E� SCHEDULEO /2,/ — 3 � P�RMIt NO. "� � COMPLETED ADDRESS �J��l J� /vLJ�� c��$L� /� OWNER TELEPHONE NO. '�'�z 743 z2�j CONTRACTOR G�f/ � DESCRIPTION �" `��'� � � � ❑ FOOTtNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ��FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � �.�� 'fC� 155� T�.17 . WN2h) � �.�r,a,�9 �.. �5 (�� za�„� o ��7' W � Q � 2 W � W � � � d W� RKSATISFACTORYrPR9@EEB � PROJECTCOMPLEfE � ❑CORRECT WORK 8 PflOCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�� OwneNCon site: Inspector. White Copyllnspector's File Canary CopylSfte Notice , � ' L o+�s` 3, 4, and the west 1/2 of Lot 5, � \\ \ `� � � Drive e \ \ \ � SAGA HILL REV1SED � 1 \ ` ` -=g��_ �_ . � � \ � � �� i�� I� � � � 1 1 � � � 1 � � 1 � � 1 � � 1 \ I � I 8�.�� 96 .24 �1 r-- ' ' � I + � �� I ) � '� s%_x./ 1 \ II I I I � � 1 � I I � � � / . I • . . ;�, :;ri +r. z <°; I f�f'.!<''. % ` � � . .. , �,� ,�,�_�... y I � � : . 26" Maple -� ' I 24"Ash N , �.... ......... �� t�� -,: / C : / . ;�.�; . . . 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Z 957 . •,o e '2 : � / I ( % � � ) e`°�`'�� g� � ` � 'I / / I : � '�-R-- c� ,�� ECK �� -- ' f � - �- ;- N- �- - - �' . • � �� *�' - 9�47 9 . 89 �.;�•r I � � I � . � � ,� � .4 9.�7.34 ,��. I • g. � 9 �.� / I I ' �� g� 9 5 6. ) ��"�"" �+�,,,,.� ;,�,,,� �_�, �8'S � S8� ;�'� j9 B � ; _�� 5 '� _ 75 Sef6ack fro ; .� f +�52.o� I � ; � � � / � -- - m��-NO : � � . _ i � _ _ _ _ _�R�DINr, RFYn��\. � � � s - , 0w C m 2 O a d � � � 0 � 0 a a u`� � C� a � U w O F» z w � ° GENERAL NOTES: GENERAL NOTES: W � DESIGN PROVISIONS: 2. WALL CONSfRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER � ` OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS � 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN � � WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A � THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE ;:a� , ��,� QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED � BOULDER RETAINING WALL SYSTEM: k � .. IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL �� r � � ' °� ';i PERFORMANCE. d � ; x F " � o � � y SOILTYPE �s'�� a ° �",� ., � �� o „, ' � f �; ��i .� ,�* 3. THE FOUNDATION SOIIS AT THE BASE OF THE WALL SHALL BE INSPECT'ED � RETAINED SOIL 30° 0 PSF 120 PCF PIT RLIN SAND � '� �_�' r� '� "'�� BY THE GEOTECHNICAL ENGINEER ANY LJNSUITABLE SOILS OR IMPROPERLY a � ��^�" ` �� ,�� ,r ,. � �i � l COMPACTED EMBANIQvtENT MATERIAL SHALL BE REMOVED AND REPIACED ° FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY � ,` � � �t� _ � ; `l AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO -' �� ` �.- � T PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. . � '�� -� �+ a , ` � � _ f ' _ p A S U B C U T M A Y B E R E Q U I R E D A N D S T R U C T U R A L F I L L S H A L L B E P L A C E D �. � � � � ,r,�' � AND COMPAC'I'ED TO PROVIDE AN ADEQUATE BEARING FOUNDATION. � �+ � ` „ �„ ; ��c� .�_� � g �,. :�� 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR ��:, ;��` ,Y GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS a 2. THE WALL IS DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS �` � � �i°�. �"' � REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL � AND MAXIMUM SURCHARGE LOADINGS: � �� , �� ,�-'� CONSTRUCTION AS DIRECTED BYTHE GEOTECHNICAL ENGINEER W n_.;a � UNIT TYPE: GRANITE BOULDERS UNITS, 15°BATTER b��"�`'" � �� 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE � REINFORCEMENT: GRAVITY ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED a DESIGN METHOD: COLOUMB DESIGN PLANS OR SPECIFICATIONS. � LIVE LOAD: 50 PSF x DEAD LOAD: NONE 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER � BACK SLOPE: NONE FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' � TOE SLOPE: 3H:IV VERTICALLY, 100'-200'C/C)MEETING THE MINIMUM REQUIREMENTS OF THE SEISMIC: N/A c� APPROVED DESIGN PLANS OR SPECIFICATIONS. W HYDROSTATIC: N/A � 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL � 3. THE FOUNDATION SOIIS AT THE WALL LOCATIONS SHALL BE CAPABLE OF FOR THE CONSfRUCT10N OF THE WALL TO ASSURE COMPLIANCE WITH � SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY QOCALE BEARING OCAPA W�HOHALL [ ERECON IRM D BY E THEM SI�E SHEET INDEX CONTROL. � GEOTECHNICAL ENGINEER AFI'ER FOUNDATION EXCAVATION AND PRIOR 8. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE � TO WALL CONSTRUCTION. SHEET DESCRIPTION VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTLJRE GEOMETRY Q SUGGESTED QUALITY ASSURANCE PROVISIONS: 1. TITLE SHEET OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO o� 1. MULTIPLE CONTRACTORS (FENCE,WALL, GRADING, ETCJ MAY BE USED TO 2. SITE PLAN PROCEEDING WITH CONSTRUCTION. z COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. 3. BOULDER WALL SECT'ION AA � PLANS DO NOT DEFINE SCOPE OF WORK FOR INDIVIDUAL ENTITIES. SEE Q CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK -' THAT WILL BE PROVIDED BY ALL PARTIES. � (SUGGESI'ED QUALITY ASSURANCE PROVISIONS CONTINUED) r m � N o q►��'t5 N��SI�c �r � 2�oi3-�� No. Dam Rew�on By Doi�d Bv Projecc Rcgistrarion Nm Y fY P Pe Pv P P Y e, R„„ I hereb certi that thix lan,s cifiratio�,or re rt avas re ared b � CIVIL DESIGN me or under m direct su � ] S� CORNESS RESIDENCE 25493 y pen�sion and that I am a duly Licensed 0 2 yde MOUND,MINNESOTA ��No. Profc,sional Engineer under the laws of the State of Minnesota. � � R �3 � ES � IC� NI� LS 4 N.T.S. rac 14-0518 � s5lq LYNDAL6 AV&NUE 90UiH.SU11E 2M BIAOEMIOTON.MN SS4n� Datc S6ect No: Date �/G//WY� PHON&(93y)I013]I2�PA7Gq63)I9b19891��'R+KRNV.CDP�USADM 6 Auc�szo�4 - TITLE SHEET 1 v� ��N��o��.�� MICHAEL JOHNSON P.& � � . � NOTES: � x 1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS NORTy 0 a REPRODUCED FROM DEMARS - GABRIEL LAND SURVEYORS, INC. LAND � SURVEY PLAN(FILE#14077 C)DATED 03/22/2013. 0 20 40 60 z � ° 2. THE APPROXIMATE LOCATION OF UTILITIES KNOWN TO EXIST AS � SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION � ;,y GRAPHIC SCALE IN FEET a AVAILABLE AT THE TIME OF PLAN PREPARATTON. `<a o2" z `�S��w eaovess �? 3. THE CONTRAC'I'OR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING Q UTTLIT'IES TO fiNSURE THERE ARE NO CONFLICTS.THE ENGINEER SHALL � BE CONTACTED IF CONFLICTS ARISE AND AN ALTERNATNE DESIGN MAY � BE REQUIRED. w O � � �� I � � � � I� z � � � 24°Ash I � . � � 28°Aluple I F B � 01 Z4�tlQS5W00� / � � � � � j � Q� n'}{��3 . '" J � � ( 4�1 / T 96l� � � �, !t� � � � W � TOW 9 q� �",�� 20 OoR � a 0 � ��9� � � � b� Q ra�ssa a P C�/ y `-�-- �---�°'�.. � � tl � �a T(J�96&6 `—�-- o / ( T0��8 " ! W 1 t C�'ht; ` at � � 3 .36 Qa� ID6Y 9660 o a � � '� TOW � AdJQcetr# Nouse 0 16 40 En try `V �a I h � p�17,67�' 4 � 34d ` � �y � 25. � � 15.60 cU ,.�,��-ts��//14,00` � a � �./ ✓ f �� i � �.�' �.GARAGE row s�,� � Q � � .�xrs��n�G �o�sE ,�'� � ,� �1' � x �'�` � � ° � � BEGIN WALL �� C� 2,—Q�----- � ' �J� c' 14.(10 r W o � �� '� � --- `` � +, r `= � �'^� 16.4b -� .SJt,jht�/1'JE'' SL'�7QC�C �ll7e' " � TliW 964. � �� S �,- 9�7�� / Q � � 1 � ~" Pa t!o t a � TQW 465 �, Pa t/ � 7� O� � �p'�� .�''""'^.—.... : � � ,� �: � ,� r��a ��° � �'°' ,� 1 p to��sa. ° �, � � mw ss�r : � �. _.-� z � \, - -s to i Watt T� .'� ,�'` � s4 , q � � `" �, `� �'` -- —` �` � l �-� p g l �� 9s�, � row s� � e- —" � . �. t a .` ` ` � ,,,., f � / � � 1 END WALL ""— � � / � � � � .---- -._.... m o ��t�wr what's��SOSN. ' ,�' �- ` �`°�. -- -- � � ..—. _-- �-" 0 � � ��II befior�you dig. � � � 9�� `'�. � � � � - t O � � Dnisud By: Projecc Regisvarion No: a, " I hereby cettify that this plan,specificarion,or report was prepared by O No. DaR xMs�o�� av SRS 25493 c� ] CORNESS RESIDENCE me or under my direct supen�ision and that I am a duly Licensed o ` IVIL DESIGN 2 �tt MOLJND,MINNESOTA ��N�, Profe,sional Engineer under the laws of the State of Minncsora. � � RC7FESSIC� 1�7r� LS 4 1"'Z� r� 14A518 m ... . eENLYNDN.EAVFNUH301JIH.SUPi'E2MBIAODfPt6[ON.MNSS420 5 °"� SITE PLAN 5�,�`"°� �Q aa/19/�a44 PHON&(952).X�14]I2�PN4(78J�}DLI989�WE&SRENWN.CDP.U9.WM 6 AUG 19 2014 � MICHAEL JOHNSON P.E. q a�amumoNraox�os.�arttc.nan.crvau�muwneason.uv d ... Q � NOTES: DRAINAGE STONE SPECIFICATION: RETAINED BACKFILL SPECIFICATION: � S 1. THE SECT'ION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE CORNESS RESIDENCE BOULDER DRAINAGE SI'ONE SHALL CONSIST OF CLEAN 1" CRUSHED RETAINED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC a RETAINING WALI., MOLTND, MINNESOTA. THE WALL HEIGHTS, ELEVATIONS, BACK SLOPES AND TOE SLOPES STONE(PHI 40°)MEETING THE FOLLOWING GRADATION: MATERIAL MEETING THE FOLLOWING GRADATION - PIT RUN ; VARY AS SHOWN ON THE SITE PLAN AND ELEVATTONS PLANS RESPECTIVELY. SAND(PHI 30°): `,'J SIEVE SIZE: %PASSING 0 2. UPON EXCAVATION, WHERE LJNSUITABLE SOILS ARE FOUND, SUBCLJT TO DEPTH AS REQUIRED BY THE 1" 100 SIEVE SIZE: %PASSING � ONSITE GEOT'ECHNICAL ENGINEER AND REPLACE WITH SUITABLE COMPACTED STRUCTURAL FILL TO 3/4" 100-75 1" 100 o ACHIEVE THE REQUIRED BEARING CAPACITl'. BENCHCUI'WHERE ONSITE SOILS ALLOW. THE STRUCT(IRAL No.4 0-10 3/4" 100-75 a FILL SHALL BE COMPACTED TO A MINIMUM 95%STANDARD PROCTOR DENSITY. No.50 0-5 No.4 20-100 � No.40 0-60 � 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCLJT IS REQUIRED. ACTUAL LIMITS AND SIDE FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE No.Z00 0-35 A SLOPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD CONDITIONS AND OSHA REGULATIONS. DRAINAGE MATERIAL. IT MUST HAVE <5%FINES PASSING THE � NO.200 SIEVE. PLASTTCITY INDEX(PI)<10 0 4. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL HEIGHT AS SHOWN IN THE � BOULDER DEP'TH SCHEDULE. w � 0 5. A SMALLER BOULDER MAY BE USED AS A TOP BOULDER(D/2)FOR FINISHED GRADING PURPOSES. � � 6. THE BOULDERS SHALL BE PIACED TO AVOID CONT'INUOUS JOINT PLANES IN VERTICAL OR LATERAL NOTES: o DIRECTIONS. EACH BOULDER SHALL BEAR ON"TWO OR MORE ROCKS BELOW IT,WITH GOOD FLAT-TO-FLAT � CONTACT. H1=EXl'OSED WALL HEIGHT W H=EXI'OSED WALL HEIGHT+EMBEDMENT � 7. COMPACT ALL SOILS PLACED BEHIND THE DRAINAGE ZONE TO 95%STANDARD PROCTOR DENSITY. w x 0 8. THE WALL SHALL REQUIRE A MINIMLTM EMBEDMENT DEPTH OF 12" WHERE THERE IS NO TOE SLOPE. A � MINIMi1M EMBEDMENT DEPTH OF 16" SHALL BE REQUIRED WHERE THERE IS A 3H:1V SLOPE AT THE TOE OF ,, WALL. a ° 8"LOW PERMEABLE SOIL � PATIO 9. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3.3' OF THE BACK OF THE PROPOSED � o RETAINING WALL. D Z � 10. THE BOULDER WALIS ARE DESIGNED AS GRAVITY WALLS REQUIRING NO SOIL REINFORCEMENT: ° MINIMUM SAFETY FACTOR FOR OVERTURNING 1.5 WALL 1 a�' ` ` �. A� � � MINIMUM SAFETY FACTOR FOR SLIDING 1.5 RETAINED SOIL W MINIMUM SAFETY FACTOR FOR BEARING 2.0 x e � y . GRANITE BOULDER � . : ;.. . • � — — � 11. PLACE A 4" DIAMETER PERFORATED DRAINPIPE WRAPPED WTIH GEOTEXTILE FABRIC INSTALLED WITH x � 12"MIN DRAINAGE ZONE 4 a APPROXIMAT'E LIMITS POSITIVE DRAINAGE.OUTLET AT LOW END OF WALL. ,;, OF EXCAVATION o a � (1"CRUSHED STONE) ' I x 12. ONSITE SOIL PARAMETERS MUST BE VERIFIED PRIOR TO CONSTRUCTION. IF SITE SOILS DO NOT MEET THE � FINISHED GRADE 15� Q° `' ° <� a a.' $OZ FILTER FABRIC — � ^ GRADATION ABOVE AND DESIGN PARAMETERS SHOWN ON SHEET 1, CONTACT CDP IMMEDIATELY AND A � REDESIGN WILL BE REQUIRED. 1%MIN a' :� BENCH CLJT � � � ` e e . . . _ _ f�SEE NOTE 3 m SEE NOTE 8.\ �. �g 4"DIA DRAINTILE(SEE NOTE 11) � '� �° — � � \ — — — — — � \ / D � / � BOULDER STACKING DETAIL BOULDER DEPTH SCHEDULE: 1� / ,1 1� �i WALL HEIGHT(H): MINIMLJM BOULDER DEPTH(D): \ � � � < MIN) TOP BOULDER 1 �_ 1_ _ _ _ _ _ _ _ 1 _� 1 � � 30"D (SEE NOTE 5) �5 4 Z�� SUBCUT(SEE NOTE 2)� � H=6' 30"D 6' 30" ` 7 33 TYPICAL WALL SECTION A-A tz7 30"D DEP"I7-[(D)TO HEIGHT(H) � WHEN H=6'-BOULDERS SHALL p BE A MINIMUM 30'DEEP (AS PER � 30'D BOULDER DEPTH SCHEDULE) U �^ m v 0 N O N i U �"'8"`d Br P'°�"" t�'°°ari°"N°: I hereby certify that this plan,specification,or report was prepared by No. Dare R�vision � 1 � S� CORNESS RESIDENCE 25493 me or under my direct supenision and that I am a duly Licensed o CIVIL DESIGN 2 smtt MOUND,MINNESOTA �a��No Profc,sional Engineer under the laws of the State of Minnesora. c � R !� � E S S I (� N t� L S 3 1/4"�1'A" 14-0518 � nac � �o"�'�'�°J�14)IVZNPA7G17O181tJ9b9W�WEBSIT&WR'W.CDP11�� s °�" BOULDER WALL SECTION AA ""�"°: �� oa/I9/� g ;e'��,,,��A,,,a�"e•q,,,,�,,,,�o�,,, 6 AUG 192014 3 MICHAEL ]OHNSONP.E � _ �d E(y Q � .S'�4-6 „%O-, ,k0-6 ��= R'`V a F Q Q � �a a V a Q W ��1>'�6 �ktr ��%6,6 a/''�� w 10 K J7 `iYIJ �� x J�?LL J�W � � � R ' amo �o�� mmm Q_N �� wQ3 v � v�� j�N ,—� �� o �� a o � �V N°B ,�9�0 � aoa � � � ° ��/ �1 �� i � �� W o �� r1� � I Qw ��R' V/ i ' I �� - � W= wa �� ma� O I � LL� J�2 m�, m�" O I a'J a`U w x �� il ��w � � � ,I LL'o N !I W �' , _ e�3 W �� w i I� � o �o" w �.�} � � Q I,�� I O _ J F \7 V 6�N � III'..�i. 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Please refund $10,000 to the property owner, John & Barbara Corness. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing amount received Mail to: John & Barbara Comess 4395 North Shore Drive - Mound, MN 55364 w:�street files�north shore drl4395\escrow refund 2013-00317.docx � . TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2013-00317 Demolltion Permit#2013-00445 Land Use application#13-3612 , AGREEMENT made this �3 day af c',n^�� , 20�, by and betuveen the CITY OF ORONO,a Minnesota municipal car�ration ("Cit�')and John&Barbara Comess ("Owmers°). ecitals 1. Constructian of the new residence located at 4395 North Shore Drive the ("Subject Property'), legally described as Lots 3, 4 and the west '/2 of lot 5, Saga Hill Revised, Hennepin County Minnesota, is #he subject of building perrnit application number 2013-00317 has been completed. 2. Winter conditions currenUy prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-buiit survey cannot be accUrately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO oniy if the Owmers establish an escrow to ensure completion of exterior improvements, continuation of erosion control and subm'rttal of an as-built survey to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously wwithh the execution of this Escrow Agreement, the Owners shall deposit$10,OQ0 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket c�sts the City has incurred (including planning, engineering, in excess of $500, or legal consultant revisvv)or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners wauid be responsible for under a building perm� appliqtion. The escrowr will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated arith the work and to repair any damage to public property or infrastructure that is caused by the work (including pfanning, engineering, or legal consultant review) associated with building permit #2013-00317 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLIIVG. As the City receives consultant bills for incurred costs, the City witl in tum send a bill to the Owners. Ovmers shall be responsible for payment to the City within 30 days af the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Quvners do not make payment to the City within the timeframe outiined in#3 above,shall issue a Stop Woric Order until the Owners pay all expenses invoicsd pursuant to#3. The City may draw from the escrow account without further approval of the Owmers to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shali be retumed to the Owners wrhen the review has been compteted and written notification is received from the Owners requesting the funds. 155�441 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escraw, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. '7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property #or the specific purpose �f inspecting and completing any exterior improvements, final grading, establishment of vegetafion and the restoration of the subject property should the Owners not cflmplete the work by the specified dates. CITY: CITY OF ORONO OWNERS• .. gy; l� �� J ��: a 3�1� ��=��_��f�.��F��►��:�►��x.��_��►��y� 155441 CITY OF ORONO * 2 0 1 3 - 0 1 2 9 8 * ' ' ' 2750 KELLEY PARKWAY DATE ISSUED: 1?Ji6/2013 ORONO,NIN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 4395 NORTH SHORE DR PIN - : 07-117-23-43-0018 LEGAL DESC : SAGA HILL REVISED : LOT 000 BLOCK U18 PERMIT TYPE : ESCROW FEE-OTI�R� PROPERTY TYPE : RESIDENTIAL • CONSTRUCTION TYPE : ESCROW FEE-OTI�R NOTE: T'HIS$7500.00 ESCROW IS FOR A TEMPORARY CERTIFICATE OF OCCUPANCY APPLICANT ESCROW FEE-OTHER 7,500.00 TOTAL 7,500.00 CORNESS,JOHN&BARBARA Payment(s) 4395 NORTH SHORE DR CHECK 2238 7,500.00 MOUND,MN 55364- ' C�ity,of Or� Z7�1 Kelley Park�y OWNER �� ''�� CORNESS,JOHN&BARBARA �eipt Rb: 3.O1f1�05 1kc lb, 2013 4395 NORTH SHORE DR f MOiJND,MN 55364 43�i �6 Drive #�{?13-00317 Plan�i ar� Toni a � Esrrow it - T 7,�.00 101-2'�2Q5 AGREEMENT AND 5WORN STATEMENT Defc�ed �v�ievelv�er �posit The work for which this permit is issued shall be performed according to T4tdl: 7�5�.� the approved plans and specifications,applicable City approvals,and the j State Building Code. This permit is for only the work described and does �tE�it not grant permission for additional or related work which requires separate C�IEC'k �C �3$ 7��i.Q� ' permits. All provisions of laws and ordinances goveming this type of work 4�� ]�p,lY2 #�013-00317 shall be compied with whether or not specified herein.l7vs permit will expire and become null and void if construction authorized is not Total Appia�: 7�SflO.� commenced within 1 SO days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. �1diT�E T�2Pe�: .� The applicant is responsible for assuring all required inspections are 12/16/�1113 �?3!1� requested in conformance with the State Building Code.This pemvt may be revoked et any time for due cause. / / Apphcant Permitee Signature Date Issued By Signature Date • � ,� � �P�'f�AI,A�"r�T O�+o��Y P�A��ffii�17 O�Pae�tt�2813�A4� t,rnp 1��1t�ti.�1� �� - '�d �,&il�..�l��3.�e!�E�Q��Y��.a �"��+�� '1�.�18��t7t�C�61'�1Cl5'). Q�3 � ta�Ell d�s!f8t�e �fP�0�+�d t�a��3 sltu�at ��s�r.�.�o�►��.�� s t�,�.a��s.o� s.ss,��-ar��aa, a�y�. 2 Q�n�s e,�scezs�C�gr ta rao�x�c � Tt�tt I�jr wi� ��1��Bp��C� �'S�0 c�°�r ��t�st�►� e�e�t��€rSr��id�3G�dbe�. NOW 4l�01�,'TH�PA�f1L�S A�AS�.4�: !. O�J f3F EB�M �. 8tt�s:s�y � I}z� d N� Es�aaai �s,a:a GA�ero�9 dopca��a��+w��C� +��t.t4�+y.a�a�v��C.�ec tab*.9u�'�G�p E��ec��s �t�e�8toot�Ti ,4. Pi/RPO�SE OF EBC�Y�Ms ps�Os��'t!��r Ee m�-scar�tee ta i�Gay t�¢t. ��lyr�►�� ' . in�+�l� �� y O�t�'+��► �t8�+ t��e�+��bs�et�t�: � � ee�qctS t� t�' tt°�' � �3� 0�'1� ?ia� � p�'. �1 gt� ��t C:s�i�s`+�o�"'�a+�'t�e�l h8�v��s��s SaiB�t� a9 �e dia�.mz�P�S R�re a�tf tF�e�oF�G�+Ca�a�3�. F� ��`'�f��84�D�a�t�g f�:Ctt��&9y+ �LtE �ir�i��''� [� ' Gs'b'� Dt8!��P�v�(� �� m�au�ra�url sa� ptrt�lt�!�l9.�p� #�'13•�+�!ia� t� �t?.�61I ��n�a �+ A� �c�L*� pCsren ss rts3 3. IR�1'�!li.r B��V�i. A�+�n C� �zu��ts f�.�tr�9 eo�.t�c 4�,y��+�a+n �a�1 E�i��r�. ��T i� �r b t1�L�iSy w�f irr��s�f�47�ets' �t�I�:�. a. FROM��.Odf#P, q��e�i3 O�sA 1ls��+xt�t�e psye�er� �ar�C1�r�r�e ��4�.��m�t�s�+�ma a��,a�a e�ar�s ti�d�"=�161 '�it'G�I l�P e�t�r� M�a�!�t R� pt tt�e Qt�'x t� I�-�bAC C�i+�a�� tt�S e�Cd �. CLQ5�6� �� r.��m.e��a��s� �a�r+�D�►#�•e�S�i �sal�+r�tn a r�r.�e9 h�sn�f8a-a�s�c�eg� tu�a & l:�Y It�'A431 C�$. N� � t�g t3s�'�i.�'�{�o e'a�a�r�+a ��1t�C�yr e��an�u+»��t.��'"y st�oA m�t�!'re r�i,�ee�if,�L�ao oa�at !�tl� sti�t�ti��i A��.�§$416�mt@ 3�.81� „ • n � c� � , _ -..�.�.we-� .o+.�i .�.». �.._ r.d..._�. +cw.r _-... .....__ ��°'��r�' � � � ..�..___.._.. __.w._ T---__.._. _ _ _ ._ _ _ ___.��_�_�. w.:..._w___�_�__� � I ..' , �1' BUILDI{dG PERMIT ESCROW AGREEMENT Orono Bultding Permit#2013-DO_ 5�7�_ Demotttion Permlt� 2013�pD�r� _.. 4 AGREBI�ENT made this 2� day of.�,��20,[�, by and between the CITY pF CRONO, a Mlnnesota municlpal c;orporation("Cliy")and Jotin&� arbat��Corrress{°Ownere'�. �t�cl�als 1. A bullding perm� appiic�a`�o��has been flied for derr`tolftion, CUP and �ew pr�nctpal stnu�ure ioceted at 439�North 8ho�DMve fhe(°SubJect ProRarty'),leg�ily descrfbed as Lots 3,4 and the west%of Lot 6,Saga Hill Revised,Hennepin Courrty AAinneso#a. 2. Owners request the Cftyy to review thls�ppltcatlon. ' 3. The C(ty will comrnence Its review of the appllc�tlon end incur cos� assoclated with sald revPew only If i�e Owner eatebUshes an escrow to Bnaure relmbureement to the CI�►of i#s coste. MOW THEI��QItE�THE PARTiEB AGREE AS FOLLOWS: 'I. DEpOSPT 01=. ESCROW FUNDS. Contemporeneous(y with the execu�on of this Eacrow Agr�ment,the Oume�s shall deposft$2,500 wlth the Ciry. AIi accrued intsrest, �sny,shal)be pald to the City to relmburse the Clty for tts cost ln adminlstering the esarcw acrAunk - 2. PURP08E OF ESCROW.The purpbse of th�e�crow fs to guarantee.reimbursement to the C�y for all out-af-pocket cxsts the City has incurred (including pianntng, engineer�ng� In excess of$600, or �al conaulRant r�viewj or will incur in revtewing the plan, Eliglbla expenees ahall be c�nslstent w(th expenses i�he , Owner� would be respansibts fvr under a buftding perm�t appl(�tlon. The escrow wl�l aiso guarant�se r�eimbur�sement to the City for all out-o�pocket costs the City has Incurred to assure t#�at the wo�k is completed tn accordancs wlth the Stormwaber Paliu�on Prevention Plan and ttae provislons of Orono Clry Code Chapter 79. '1'he flnancial securtty may,also be used by the Cfty to ellmina#e any hazardoue condtt(ons aasociaied vult}� itye work end to repair any darnage to pubfic property or Infiaatruature that is c�usad by the work pnoluding planning, engineerin , or i a nsultant reView) as ocl ted w(th bu(I�ling permlt #2093-00377; demoiltion pertnit � ---Zl��,-OC�'� .. and CUP d� - If oompllence with the approved 6ullding permit is not accomplfsfied. 3. M�NTHI.Y BIL.UN�. As the City receives consultant bilis for incu�ed�sts,the City will in turn send a btll ro the Owners. Qwners shall be reapanslble fcr payment to the City ww[thhin 30 days of�e Qvmere' receipt of blll. - . - 4. DISB!lRSEMENT FROM ESCRQW ACCOUNT. In the ever�that the �wnere qo not make paymertt ta the Cityr within the timeframe outlined in#3 al�ve,ehall Issue a Stop Work Orcler until the Owners pay ail ex nses pe es Envoiced pursuant to #3. The City mey dtaw from the esarow accour�t without fut�►er approval of fhe Owrtere to reimbur�e the City to�eligible expensea the Ci4y has incurrad. . 5. CLOSING BSCRUW. The Batance on �epoait In the eacrow, H'eny, shaii be retvrned to the Owners whsn the r�view has been completed and wii#en notlflcatian Is rec:eived from the Ownera requeating the , funds. 6. CERTIFY UNPAlD CWARGES. It the pr�Ject Is abandoned by Owners, or If the elig(b(e expenses incumad by the Cii�r exceed the amount in escrow,the C(ty shall have the right to cartlfy the unpaEd belance to the subject property purauar�to Mfnn. Stat§§41 b.01 and 386,012 �--� CI'I'Y: CITY OF ORONO + � f :'��"�� ^ $Y� � '� �, ��rY'`��c ��.,5- � ��. , � r ... . . � . . - . s�� CITY OF ORONO * 2 0 1 3 — 0 PJ 3 8 7 * 2750 KELLEY PARKWAY DATE ISSUED: 05/21/2013 ORONO,MN 55356- 952 249-4600 FAX: (952 249-4616 ADDRESS : 4395 NORTH SHORE DR PIN - : 07-117-23-43-0018 LEGAL DESC : SAGA HILL REVISED : LOT 000 BLOCK Od 8 PERMIT.TYPE : ESCROW FEE-TIED T('1 BUII.,DING PERMIT PROPERTY TYPE : RESIDENTIAL . CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TTED TO BUII.,DING PERMIT 2013-00317-PD BY LECY BROS-CHECK#35573 APPLICANT ESCROW FEE-BUII.,DING Z,500.00 LECY BROS HOMES ESCROW FEE-EROSION CONTROL 0.00 15012 HWY 7 � MINNETONKA,MN 55345 ESCROW FEE-GRADING 0.00 (952)944-9499 TOTAL 2,500.00 Minnesota State License#:20325555 C_��t� a�� fl� . ct'� Ke�l�y Parl�� _ OWNER i ll�ot'+v� ;1!A1. �fi . �-�9-� WARDEN,MR.&MRS.KENT , R�e�ip� �lci: 3.t�9f� l�ay �l, �(`tI3 4395 NORTH SHORE DR MOUND,MN 55364 � I Li�r`Sino� ` I ; �a �ng�ard zofli�g . AGREEMENT AND SWORN STATEMENT ! ��i�"`� �''e Dr�iv� ; �9�,f�3 The work for which this �s issued shall be � . 1U1'-��5 ` � permit� gerformed according to ! `�f� Revv-�v�i�.��si�. the approved plans and sgeci8carions,applicable City approvals,and the i ..---.-,-,,�,.__,...._ State Building Code. This pennit is for only the work described and does ! j��;��; �r�y�� not grant permission for additional or related work which requires separate f � -- i permits. All provisions of laws and ordinances governing this type of work i ,. C!`t�L'Et • � shall be compied with whether or not speciSed herein.This permit will ! �'�'tECk �; �7� C'�;�J � expire and become null and void if construction authorized is not � �+3��; commenced within 180 days of ffie date of issuance,or if construction is � L�+:�M45 sus ded for a eriod of 180 da at an time after work has commenced. � T�� 112�: P� P YS Y �#� c�SCY�.� The applicaat is responsible for asswing all required inspecdons are ~---• j requested in conformance with the State Building Code.This permit may be �A��,T�� `.{�� revoked at any time for due cause. ' f�/�f f�313 �S£�; � / / • Applicant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTI�R THAN DESCRIBED ABOVE. 29 A, TORTH VKUNQ EMIT CER L T1 l` 1 CA 1 E OF S V 1 L Y E Y �'- Ed9e of Bit Um�nous SHOREPREPARED FOR: l?" /` - - - 953 �. `_`------- --__ T.59 LACY BROS. CONSTRUCTION, INC. 0/-/U0H41---_ , %UP 2.0 II ! r+i / 966`0 45 r PT 18'lBasswood 18-gasswood 0 - iii '� �', 65 09 Oak -966 \ / ' Adjacent House ro li 57 Q' P UP 1.3A / 96`9. •2,5 r L001\ i 24.2 + j 470.8.9 67.7 : o.�V + 3�1 i � \ ii LEGAL DESCRIPTION � �� \ \ y 32' Oak Approximofe red Gravel 3 i Lots 3, 4, and the west 1/2 of Lot 5, # ;� ` ` \ \� Drive SADA HiLL REVISED' `-s7, 16__ N v 8.52 a I +3.42 ! (� .' b (( / 26. Maple / 24" 8as�wood Basswood + � + 6 . .970, 95 �gi� ius� S, 10 Cedor / 4 2� Map1 Proposed �20 Oak o,� �I " DrivewayAS �� QJ Faro Spruce c�0 \ % ffi I� a 'tg / Proposed ��s�+CLrt F l a ldswo/k _ '�.0 20w (68.3 a ° g h:nvt,,r__ ru i C:i1Sz: I }°' "t6 . • �/- -_ -J c ; a§ ❑ ❑.❑ ❑ " I Adjacent House(966.li �- .--- , I `.1 ,) 7 w30 Entry y Basswood o ev W. Sprue' y46 P96 5� /- / �� A +� y�i; U f T. ,d" / / / / �` //. / 0C --1 c� /, , / �3,�c�-�� 967.3) ,� - �'8 ��/ _ - - a 058.3} (958.3) (961_F.';961 L(964.6 , '.s ire 5,4bock Irn 964.3 � (966.3) „ (960.3)'' r' 1 Yr 7 ,G.l-A.$ r.�.�z.E.i !� .1st Floor -967.76 - ORONO Com' OF I M TE PLAN x GRADIN G PLAN TO US 64.74 173, ,�"Bswood _ki' -eQoof [5 PPROVED IONSy -WIT R APPROVE + ` DISH P D X962 + ,� :r Ti� �- ( Y fes, Rev. 4/1/2013 � ;� i '` Gj � :. � \- -� \ 6 i. Rev. 5/1/2013 I ` Rev. 5/8/2013 I I _ ` ,' \i� \ \ D TE Rev. 5/14/2013sd �qU a� r Rev. 5117/2013 0 �'L a 3r \ +9 �Jr X33 `C f Rev. 5/2 012 0 1 3 l 9 ✓1" .+.,:r k,'. l Rev. 512412073 ( 9 "_'i A • + Rev. 5/24/201) (b) �1�!' 9 56.5) 8� �J 6'+ <. 'S. ,.i ee: �� --' 75 Soft - - _ _�52. r Rev. 610412013 i .. oc Rev. 6105/2013 I / / / i \ "' •• ~m °m QNI�-!�0 GRAD �� / /�� \ (956.5 ---Z) / ;" 956- - - 52'5l1/2 of Vf�1� - Planning & Zoning Plan Rev' - 956/ ( % �26 Maple8 L S \ '� Site Ian Review Date:._._. co 1 I \ +54. 79 pPROVED \ see notes i5'Elml APPROVED WITH REVISIONS ( ) Slur FeNcc c�; .40 +� 1 SITE ADDRESS: s �9 54� S�00 �� ~ - 1 � \ -�� Wood Stairs �� 4395 North Shore Drive -- �- _ -___ MOUND, MN 55364 -L L^ ` _ 0_ 44, _ - � 7 �� '� SurueY o Denotes iron monument _ _ _ 42- _ Denotes found monument _ --___940-_ --18'' ` \ X 000.0 Denotes existing elev. - _ g3$____ -- (000.0) Denotes proposed elev. _ z `` 936- - -- Denotes surface drainage - - i 34- -c011L i7nld nQ ---•--(Gt!' EP)---- Denotes area of proposed rain gutter and underground / -' 932- - - =- drainage system for dissipation away from adjoining properties- _930 X40 _-- - _ - M , �� sI a Denotes proposed berm, ` -' RECEIVED top=(958.3), sides no steeper than 3:1. nr Denotes proposed retaining wall 3 - JUN 10 C.. .3 -___ = _ � �`-- CITY OF ORONO File No. LAKE - �� DEMARS-GABRIEL 1 hereby certify that this survey, plan or report was prepared by me / or under my direct supervision and that 1 am a duly Registered Land 14077 C 1 LAND SURVEYORS, INC. Surveyor under the Laws of the State of Minnesota. �� z =�• Book -Page 6875 Washington Ave, So. Boo.� Suite 209 i Edina, MN 55439 David E. rook Proposed top of foundation elev.=968.3 Phone:(952) 767-0487 sure Proposed garage floor elev.=968.17 Fax: (952) 767-0490 Date: March 22, 2013 Minn. Reg. No. 22414 1"=20' Proposed lowest floor elev.= 958.3 :rested with pdfFactory trial version www.pdffactory.com A`