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Home My WebLink About2012-00070 - new structure CITY OF ORONO * 2 0 1 z - 0 0 0 7 0 * . 2750 KELLEY PARKWAY DATE ISSUED: 02/17/2012 � ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 75 LEAF ST PIN : OS-117-23-11-0014 LEGAL DESC : GRAHAM HILL PRESERVE 3 : LOT 1 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 910,000.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE, LAWN IRRIGATION,WELL(STATE), ELECTRICAL(STATE) NOTE:OUTSTANDING WETLAND BUFFER PLAN�GS AND WETLAND SIGNAGE TO BE RESOLVED BY DEVELOPER OF GRAHAM HILL PRESERVE ON THE PROPERTY. INITIAL NOTE:SEE ENGINEER LETTER DATED 2-17-12. INITIAL� NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL:� 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 RECEIPT OF A$]0,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL:� APPLICANT pERMIT FEE SCHEDULE 5,506.14 BOYER BUILDING CORPORATION STATE SURCHARGE(VALUATION) 455.00 3435 COiINTY ROAD 101 TOTAL 5,961.14 MINNETONKA,MN 55345 (612)475-2097 Minnesota State License#: 2988 OWNER KAPSNER,JASON&JULIE 760 DICKEY LAKE ROAD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The 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. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ...�� //'7 / !Z - / / Applicant Pe Signature Date Issued By Si ature �Date SEPARATE PERMITS REQUIRED FOR WORK OTHER N DESCRIBED ABO E. _......__ . . _ _..__ __ _ __ _____ _ . ___ _...._.._ _ _ __. BUILDING PERMIT ESCROW AGREEMENT Orono Building Permif#2012-00070 AGREEMENT made this�day of f�3 , 20�, by and between the CITY OF ORONO, a Minnesota municipal corporation("City")and 'Sksa��/.tic �prnc✓' ("Owners"). R c' als 1. A building pertnit application has been filed for a building permit for a new home located at 75 Leaf Street, the ("Subject Property"), legally described as Lot 1 Block 3 Graham Hilf Preserve, Hennepin County Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit$2,500 with the City. All accnaed 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 guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consuftant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guaraMee reimbursement Eo 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 with the work and to repair any damage to public property or infrastructure that is caused by the work(including planning, engineering, or legal consultant review) associated with building permit #2012-00070 if compliance with the approved building permit is not accompfished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs,the City will in turn send a bill to the Owners_ Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above,shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the Ciiy for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesfing the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners,or if the eligible expenses incu e City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subj ct pro y inn.Stat.§§415.01 and 366.012. CITY: C O OWNER: BY Its: I i,iptemal�llse�n�Y��a_.__.__z?.�fl�nginal��Plannm9_._�_._�3 CoPY:to�'�roperty Owner�, �..,��opy�o`Street�Flle � ••�, . City of Orono Building Permit Application �� j, � �( d�e for New Structures or Additions . Mailing Address: permit num r. �_f ��v[.r g,0,� PO Box 66 Q 0 Crystal Bay,MN 55323-0066 Date recei' d: ;�� a a, Street Address:' Received y: �'�c, „ �ti�' 2750 Kelley Parkway Plan revi fee: , '?� •,37 r��og� Orono, MN 55356 ��,� ��; Total Fee. Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information mu be submitted. Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: �$ LC�� S�reB.�' ��'oh 0 M� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes f�No ff yes,a specia/event permit is required with Police Department and City Council approval 60 days p rior to the event. Shuttle bus service wil/be required unless applicant demonstrates suficient on-site parking is availab/e. Non Permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �Id�� 4� era}�0 State License# �. Expiration Date: 3- 3�- 2 01L Phone: 9SZ• �I��'•2/A� (office) �e12•`$S �OOa►$ (cell) Mailing Address: 3`13 Gd�n IOl Cit : t'li •,t*k� ZIP: SS3`I Contact Person: �'i Applicant is: n rac o / Homeowner �c�►cie o�e► Email and/or Fax: �e��1 5oy�r �w'1 j�� . �s•�,� PROPERTY OWNER INFORMATION: Name: �e•�. kaPaMK Phone(day): 9 Z, • .} y Address: 60 D; e. a, Cit : ZIP: 3 SG Email and/or Fax ay��►k� r' ..Gs ARCHITECT/ENGINEER INFORMATION: Name: Jt�� Tr�'�'C11 Phone(day): 4SL• L�0•ZOZ$ Address: ,Z3�3 D�i� Cit : � _ ZIP: " Sl7 Email and/or Fax: ��tr�_ '{.�,M t Si • Gerh PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply �New Construction f�Single Family with �Residence ❑Addition attached garage ❑Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑Office/Commercial ❑ Private Sewer ❑ Other:(specify) ❑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) ❑ Othe�:(SpeCify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.m innehahacreek.or Estimated Construction Valuation(excluding land) $ � �� Padcet Last Updated: 10-20-2011 -20- ! �- STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction 1 a. Length(ft.)= �� Number of bedrooms= � �Wood/Frame I� i ❑Masonry b.Width(ft.)= b3 Number of garage stalls: ❑Metal Attached=�_ ❑ Pole Bldg. Areas in sauare feet Detached= O ❑ ICF c. Basement= ��F��s�e� ❑On-site Prefab � ❑ Off-site Prefab d. 1 St Story = �1� ❑ Other(please specify): e.2" Story= Z01 O —� _ _�. _.�..a.,�,.�.._,.... ___,. �,.w...,_. �;,�._.... f. '/z Story = � g.Total Area= `1 5 '�q REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not "Enctosed A licable ❑ ❑ Permit A lication ' ❑ ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ ❑ Surve meetin all re uirements - ❑ ❑ Stormwater Pollution Prevention Plan- ❑ ❑ Hardcover Calculation s - �' ❑ ❑ Se tic S stem Site Evaluation Re ort- 3Qurer ltw� s4r8tk ❑ ❑ Access Permit� ►,rtc ❑ ❑ Wetland Buffer Im rovement Plan- � ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee= ��o� 5 �' ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies 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 �mplete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the dat a. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a;temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as- uilt survey and all site improvements. t----� ApplicanYs Signature: �--- • Date: �� Packet Last Updated: 10-20-2011 � -21 - �� €��.� ��:�E�� °�s � �a�� Address/ PID/ Legal: � !� L�'�JLhJ Description of work: �'�.��! �� S�ptic revievN by: �►�!� �ate�,pproved: �'�+ 2� Zoning review by: �� Date APproved: �'� � `�-- �� uiicfing review by: Date/lpproved: Grading r�view by: � Date Approv�d: Z c� —( �— Zoning Fiie#: Resolution#: Resolution Date: Zorein District � \ Fie�e De artmenY F�o�t Office School District � Zoning: Lot Area: SF/AC Width: Depth: Survey Submitted: �Yes I] No Date of Survey:_ Z—+�J� `( �' Pro osed Setbacks on Lake) ea (Street) � N l �Je � ) � � �icie � 1 Other Buildings l�lletiancf �'S�d ZO-�` �$ ' ��4` -�- 1C7�' z` �' t3�.�'� 2.5io = Building Defined Height:� 2-�� Building Peak Height: 3� r #of tories Ok?: �YES 9�5�e=a�g•5 FOR A BUILDING 1MTH A BASEMENT OR CRAYYL SPRCE: FOR A BUILDIN6 ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highe: space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof.. � the cornice of a flat roof,the deck line of a the deck line of a mansard roof,or the mansard roof,or the uppermost'point on a round uppermost point on a round or other arch-typ or other arch- roof roof SUBTRACT half the distance beiween the highest window and SUBTRACT half the distance between the highest windov hi hest roof eak of a itched roof and hi hest roof eak of a itched roof SUBTRACT the distance between the basement flooN crawl ADD the distance between the slab and the highe: space floor and the highest exis#ing grade within exis#in rade within the foundation 5 � the foundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht EQUALS Defined buildin hei ht Lot Coverage: 1Vf� SF % Shoretand District MCWD PermEt Received Aver� e Lakeshore Setback Bluff � Yes C] No � N/A � Yes � No �Yes 0 No � Yes Q No �N/A Permit Number: Set6ack: Hardcever�ones Exi�tir� Pr osed Varisnce Re uired CUP R uiretl 0-7�' � Yes No 0 Yes No 75-250' � • �"Lp TYPe�s)� Type(s): 250-500' 500-1000' REMARKS (in-house): Updated: 09/11/2009 z:\forms�plan review checklist.doac Eees tQ be GFtar ect VE� k�Q F��r�tF� Plart Revie� S�te�urcl��a�ge . Enve��s�at�on Fee SP�C—�c�m��r�fi��C tJ�ifis Sew�r Connect6on ifl(a�er Conr�ect�ar� Park Fee 5�te�lns�ctian � Other(spectfy) li�fiscelFan��Fe�� Cafcui�tec9 By: S uare Foota e $ er S e�are Foofa � Basement X = $ 1� Floor X = $ Znd FI00� X = $ Garage X = � Estimated Construction Value: $ Orono tnspections Required Wo�k Rec�uiring Separate Permits Required State Permits � Site lumbing � Grading/Filling ell � ardcover Removal echanical � Fire Electrical Footing ptic � Water Connection oured Wall Fireplace � ewer Connection Fo�nc�ation Surv�y � Masonry �Lawn Irrigation - Radon Rock Bed C7 Mfg. raming Q Other(specify) Insulation s-Built Survey inal Other(specify) REMARKS (in-house)� Other Review: Revi�weci by: Date Appra�ed: Access:Existing: I� YES � NO New: 4� YES Cl NO RE(�fARKS (TO BE NOTED ON PEF��fIT AI�� !PliTlALLED BY PEE�SON PULLIP�G PERfVfIT) � O1.�S��'►d,c l �,r�' �l � �t r� la� ��u�i�P�v ��.�. (fit�t 4 re�� E�r��h/i� � � � � Updated� 09/11/2009 z:�formslplan review checklist.docx N1101.8 Certi�cate Buitders Name/Company Date: �' /" /� Site Address: �5 L�'� S�'�t �'?"'�,, „y�'v � 1 r Contractor N�me: b � �� d�'a`'�� License Number: a-�� Location Type of In��al/ed 7'�pe Location Size Insu/�tion R-Value Makeu Air '� Roaf Ceilin ,�. /.3 s /� -5 0 -- Cr►mbustian Alr ��.� w . Walis �6 4 s - � 11y►ater Heatin d ,�.,' N'1 '��i a� Slab-on-Grade � �.._. �-� o �rwt ManuFac�iir�er ' 'Mc�del �loar �� ___. Ducts 0utside a►f Condi�ianed S aces' Rim�clist os�.� _Z� Interiar, F�cterior or Integral ,�p��lQr�f 'R-Vsi/lI� foundation Wall os- - ' /� -,i a Interior, Exterinr or Integral A vera e U-factor SHGC solar heat ain c�ve�cient Passive Active Fenestration . o Radan Control T e In ut Ra�irr AFUE M nufacturer Model Calcu/ated Heaf Loss Heafin S stem �. � oco o /2✓ �d��iA-G c�� .� Q 7 /� Tu T e Dut ut Ratin SEER Manufacturer Model Cvolin Laad Heat Gain Coolin S stem � ��, . l'� / v �1� 06U o v� locatron Continuous Ventilation Tvta/Venti/ation Mechanical VentiFation a c� /Z�� Cfiz. b � 18550 County Rd. 8" ' Maple Gro�e, MN 55369 �,m z�a HEATING & 763-428-3677 offiCe ��`� CQOLING TWQ-� 763-7428-3681 fax x"`i"`a"'r�`S"i`m` www.heatcool2.com Equipment Sizing �alculations for: Kapsner Res 75 Leaf St Orono MN Zone Description Square � � � � Feei Lower Level 1,800 i5 � � �� Main Floor 2,000 20 � 800 � 2nd Flaor 2.010 15 � 800 � !� 0 � 0 0 0 � 0 � 0 � � 0 0 � 0 0 0 � 0 � 0 � 0 � 0 0 0 0 � 0 � � 0 0 Building Total 5,810 Total Loss � Total Gain �� Ventilation Calculations per Minnesota Residential Energy Code Chapter 1322 Total Square Footage of Home 5,810 x� 0.02 CFM/Sq Ft = 116 CFM Bedroams @ 15 CFM 3 +� 15 CFM Extra = 60 CFM Total Ventilation Rate 176 CFM Continuous Ventilation Rate �-88 GFM (112 of Total Ventilation Rate or 40 CFM Minimum� 2/112Q 12 ` Stantec Consulting Services Inc. ✓� 2335 Highway 36 West St. Paul MN 55113 � Tel: (651)636-4600 Fax: (651)636-1311 5tantec February 14, 2012 Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 75 Leaf Street File No. 1938000285.170 File No. 2012-00070 Dear Melanie: We have reviewed the plans for the proposed new home construction at 75 Leaf Street. The site plans are dated 2-1-12 and 1-17-12. We have the following comments with regards to engineering matters: • The proposed tiered retaining walls on the west side of the house are in eight feet high. Engineered design and details should be submitted for review and approval for all retaining walls over four in height, and for all tiered walls with a separation of less than two times the wall height. • We recommend that the house plan set site plan and certificate of survey grading plan provide a coordinated driveway plan at Leaf Street. The plans should not contain retaining walls with the right of way and provide additional information on drainage and a culvert. • The city should assume that the overall wetland buffer requirements from the Graham Hill Preserve Plat have not been completed. In general, work on this property would include invasive species removal, native seeding, maintenance, and signing of the buffer areas. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsen(a�stantec.com. Sincerely, Stantec � . � . Darren Amundsen cc: Chris Mattson '''°��'��;:� 8 � 201.2...,.9�Q:�AM,...w -,i.t'.s a �reat .day -at bov.er..,bl.dg , ' �"," No . 1623 ; , P. 1 C,s,_�rft I�i�<�r�t�� : � ��::vf� , • ' , ��i ��t �.,.�,:� � .. a ....., ., w „ I'Irl,',:• : , � ir 7 i , i h " i ` n�r+nwMxu��....�.»... .�< . .. .� .rv�u� �ral,.vr..�.. ' i . � .1 1�.MIiY��..�1�V�1�N.iM��iLA .,... naYw �w....iLM . . � �lding Corpora�ion 3d35 County Road a101 •.,Minnetorik�,MN 553�45-i p i 7 • (9�2),475,2p9j • , ..� . 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E FaX � ,�-r�.,.��r; ,/,�� •:�, - _-III�/�.— -_ ��„ ' . � . . � . ._ ,. . �r �. . �.... . �, � ��` .. :� . — --�_.—_ , + . �: �1�li�i ' _z�`�J-:--�_ _- . . . . �� .._, � „ �. —. ,�r , .��,��.��-��s.� . . , - __.... _ . rn- �r�.. , - .. ~d,��,� �ff,��;g�.;,q'"{7 �—�-�---.._—.�_�_ '.---- ' _ ,.. �� ' . .. � 1 �� '' 1�R.:; r ,�i, � _. ,-- .�— ��v Q,� . _� .. - . . .- , . . . ,— 'f yU�; �-��, :., , ;��, �-- _ _.. . ,., , . _ ._._ _ ._ — , ,� ._ , _ . . .. • _ - ,... .� , � � --- ---- . _ . _ — . . • . ..� �,�. - � - �- , .._ .. .��s' -:: � f_�. . �P - � - _ I � . .__ ...._ ----. •.—� �{t' � �' «s+�� ' �'— , , 1'��'l ' .'.� , `: . . � ,..�____ ��' .-� � — —_ , ?'�"� I` ' J... "-/ . . �+ '...-��"_ �c..:'.!_ .� . �r. ryr ,/1. �� _.. ..� . �..._ .._ � . . . _ � � ' ' d ,,� ,, �i _ .. . .. � ' " ' --- , „� _..._ .._..---� , � . , + r�� ' , �� 1 i '� . �, . , . . ___.�__. ..__....- �:��1��r.��z� � �: ..--, . _. � r, � .,; ., , . . ;:�.. Fe.b 8 � 2012:'" 9::01A1�"`".`"'it"'"s a gre'a"t`"day at' boyer `6'ldg � � -� � 1623 P 2 ', `,� , . .'I'# , <'_:N Q , ,.. ��.. .nr. . .. �.i ...,YJ .n.. . . � i�.:�S�Y� ,.. . . -,An�..�. i . . if ��., fl' � ��'l.:Jl(y�.:+ , , � , .� -'�. ... , " .'.fyl; � . , . v.�. , . . . . �4 n, .,.��. . ..4.. . . ., . . .. .e,. . .. �., ,m. ... • ,it ,i i< < ��i . . i .,... ., .. �. . .....,.,...�� .�:� r....,,.,: .,. �. .�:..:,..a.. 2012 Standardized Concrete Foundatian Drawina� sco�`e"of work• Th�se drawings ere an illustrative represenation of the prescriptive informatlon contained in the 2006 Irrternationa) Resi�'eirdal Code(IRC),as ah�mended by the�state code's of Minnesota and Wisconsin. These drawings spply to the construction of cast-in-plece concrete foundation walls for typical reside�tial cases. These drawings are not to �c��+aind°ali cohditions are to be verified by the contractor.�Means and methods of construction for shoring�watsr proofing,insulation�fla�hing,corrtrol and co�truction joints,and all othe�nan-structural requirements are to b�t�y other's In ab+cordance with'the Code and standard industry practice. These drawings a�e v�lid urrtil the end of 2012.. , �E��.;i . _ � � . . �� . , The,dra ings are to only be used by�e co�rt,-actor not�ed befow or his authorized sub�ontractorslclients., These d�aw�hg�al'e to be provide�to the building i�spection depactmerrt as part of the permit packsge. ' � � ,�...,,,.�.,,.� . . , . , , .. . . � Index:' , �, , `. ' . S1 ,Scope,lndex,snd Ceirtlficstion - Y S2-Ceneral Notes . 53 T St�p F�ting.O�et��l,;?�;r� - � , - . � �� , ,�; , �„ , �� ; � H I ��i 1 $4-Ff05t WaII Dehd1l S5-Lookvut Wall Detail �6-Full He�#,Wal(D�Bi1 • ' -� .- - �n� ��w. Yn��n�R�a�i... ..�r:�� . ,.��:..mn�r�+b�r �-ni��.•.�,•I�w�uaxi�c�n��rF-.-'��uY�uYOYYlWYIOI/LIiM+M^.!IiN'M�If'M14L�u�}��"�W��p�iY�l�M{9A' I q (� . /^ 1 � I � �� t'P��T�� vM'�. �n• �.' L.t�i#LN l•i.'� �,�• . ..,� P t.Ns. F � �Y . ..� ....n��! ,ji'VLf'�. , . : ,'� ��M '�., � Reinforcing Steel: --Grade 4b(40�ksi)for-#4and�smaller bars ,M��4��,�;x��,,_ Grade 60(60 ksi)for#5 bars and larger Theseifr��n� itU, ;l!'f' kf}I��tf� �it� 2u '1`il�1fJFY'RI ; k! 'ki .. ,,,. p �'.11'`1:{ 112i:iC �.r��.�la �1"�lt .:q,rfJ�'ir9d �A��P�;� �� , q W r�f:i MJx��Qn��o be p�a�,c�by,,the co�c��,suPP�ler,to meet tfi�q{�aj{ec�'s�q�irem��ts �:f.c, ,�c�nstruct�c�•. . +� .r�: ,,_,n��►��4rr�;��dsycom�si�restrengt,�4�f�00Qpsiforfootings� ,,,,s�,.� ��c:��n+��a;�., , � :4c.ales�r�tia�, ., ,+,:y,�;�xr��:Mitvm�+�f'�28��Iaycorr�pF�ssivestrength��Pf400�psifo�,walls , .trr,c��a �,� ,a . ,,. , �..;i�rr. C:J►'U:1fY1Ca�YI ,:i+.1 ,.Jiat�� l�o£�fll�@(.. !:,C�' �;'''1I ;llltfi�lt.:' � . _ 'ly .si : .. � , , ,1.:.� r ti H' ::t",r-vi: . .. . ;�•;.i�' B�k��rBoil �:� ::x ,...,��rSan�1;�3�psf/fteffecti�le,ietera6#rressure �:•:, ; � .. , �G� v��+,u ,:rr�:f �r�� :,,.. , >iG�� Sandy Clay(SC)-45 psf/ft effective tateral pressure ',�,��iq��, tive tateral pressure �`SGO��i; �'h�edr��winc�,,.:;��, � S�Cls�y-60pSflfteffeC� te-�tc�.?o. , ,,,,, ��:,c�: ;r ►:, „� : ,, .:i,;n'kc��a,,`'�� . r�"' �•.,��i• ,, i t�fi0Wlflk'i5 LGft�1;r:;. � ��1't�vltJb'C1 '.�7 4 �,{� Ca�� I1S�Iai..� � ft.` � tY r:� , � +. ' d',I,�i h;�.Aa.S lJ�j, •• . � ' : �.. �11CIC'y(: � S � .;r' �� _...._ �� r9 �`a"arra�e:. br�;;,�;: ::;r�� 'we:;rtit,a�<>.'. .��; •�i� �''«......•'' ,'►� �=2-Ger�er;ad;11 ttiPS , .r��Ilf11A��`,� �j;r..S��)�a � I i'��"'�3�i�i �� .,e F s=S I here y ce�t�fy tha! �s p n was prepared by a�;�•�oc�kai � iG�`F3°�� me and that I am a duly lice�sed proFassio�al ��.}✓' � . � G��.r engineer under the laws aF the states of ��ill �;-�._` "'. ' Minnesota and 1K�sconsin. R1�ElI{��P. �- "—' r . ;�P,Id1�15ilfi,tiF�y Kvf''R:1: , l..f(14f� '�•1. ,'�1' , ` Pi'"d . FI 4./^`'� State: �N �� , ,�,;;zip: �� , . ; Craig Oswell.PE(MN�42941 and WI�1.97911) ,�r 1/10/2012 v-� Oswsll Enginsering and Qti�rtti�g;:L.L.C. ,:,+.rc , ;,, , ,,:;., , t:,,+.°��,:;: ��p�:�H��nepin Ave�#201 °-Minnea (is MN 5541 S •.�•...��.. � �,a F �'-�!;;:�K..n::,�=, roject Neme: 2012 Sta�@d�ir�ed�onorete P+�nd��lon��rawin s'~ � Po . De�,c��np �Q�,A��,,',- Scope of Work,:lndex.and Cerpficatio� Pho�e:6'12-720-4639 '-�":-''`-•'r� � . ��'��:,.�.;. Project# 11.072 �-„ ' Fax:812-886-2886 _T �-_:::� •.:-.�..<,, :; ,. ;� . .f ;� , ,r „ , ; :. =n q.1.tY'�� • _`a�=�F' Clie�Name: Manor C1it�as�else'Construction Mds�� 4� www.oswellec.co�q'� ��'., �;:,r,;;�- ' .,1 .,Y.�h.,,.,... Clie�Address: 11295 90th Ave N,Ma le Grove,MN 55369 � Page-I af s ;;�'�°�,• . . .�' ;N,;, �� ' �.��`,r' � ; �`+,J� �.�q:��r . � .a,�l LaU�1V�.�w'�'• .,. Mt ti � A� � � `^'.'�i�+x;�. '� �,a;_�� .•Feb. �a�8�, 2012 �9�OlAM , it ' s a sreat day at boyer bldg . , .No� 1623 � P � 3 � .,,� � .. . _ , �,w,� . .�mw�ir . . .�.� . , h G , r�.V�.ti' . , ._ .u.� � . , , . �,. .,,...�, .�.n.ir,..�.. -. . , . .. . . .. ` , ; ' ��i[.6'��.�ii�t�.�'j.�� . � . � .. . r Q, �6 , ... i, (r'..Ca@11��0�26: , �, � i � 1."'iNaYl"+h�cknesses noted`are�nominal unless"speciticelly stsf�ec�o4F�erwise„ M�cimum to�eraiice�"s 112". " " 2. Maximum wall to footing cerrterline offset is 2". A minimum of 2"of footing is to extend on each side of the wall.. 3. Place matching hooks around afl wail corners and intersections for each horitont�l bar,. 4. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cove�is provided 5. Bar laps when required are tc be at least 32 diameters for grade 40 bars and 48 dismeters for grsde 60 bars„ 6. Allowabie bar placement tclerance is 1/2". Tying is not required if tolerances are met a�d mairrtai�ed_ 7. Dowels may be drilled and inatalled after footing pour unless otherwise noted. Vertical bars may be embedded into footing in ptace of dowels at the same embedmer�t. Vertical bars and dowels do not need to align.. Dowels may be bent down for safety and covering then bent back before wall placement � 8.. Sill plate se�tions require at least iwo anchors with one within 4"to 12"of esch end and at all corners and � inter„secti�n�. VI(al�s,le�s than 24"in length�equire only one anphor.. , �,,� , . � - . . . . �� ., � 9. Anchor bolts 112"or larger in diameter do not requlre corroston protection per IRC section R318.3 excsption 1. ..�� y,l�°'�'o1�s�4�Iq`15�3�1�i�'1ii��th`1%2"'tli9�lyT��'�'ifS'ce�i�i'��°'"��'xy'gr�ouEerl'�"�"d1�V�"'bL'�(WI�"tl�'�f1�'7"efi�:"�`�, 11.The presence�of form oil�onTthe�reinforcing is accepta�le for the condiUons cor�tained�in these d�� ta rawings. ,'�?; 'N1�an�rYr.,� ,: � . �:�,cd •�. �., ,,�,�, , , , , . .. ,I"9,a C�t� .w ar t `�`:'. , � i, ,.. . . . ,b.� ;�1��p'>�r•�', ;�i4�lE ' . �,1!',.. 2. Slope grade 6"minimum downwa�d away from foundations within first 10 feet or provide Code adequate swale. �i• P�all;i;' "II �,. F; f a':,4,[ �6�i�lil^' �,' ��•S1P.f5 , i , , :? i " . ; . c_ � � ',-„?;. 13. Do not bsckfllf untll the concrete has reached at Ieast 70 perce�t of the 28 day concrete strength. Use of ,!, ��;c�u.a�shorin.�is.req�uirec�when the fin��Pa�;snd slsb,�ys'�emsFare not in.place.; 4,,.. �,o,. ,;► �� i-�r;��_:=: �. Cold Waather auic�i�e,gs :�� ,.. ,. • �2 a►, ,�, �,• ,:;: ,. . , , ,,,;.� ,;:s�:, L, F:�:a;,� . :w.s The following lnformation is considered to be general guidelines fo�the placement of co�crebe in cold weather �o�c�ti�,��._It i,�,t��cgntr��crs�esponsibility�tp ensure pro�e�rr�eans and methods are fg�I�vp,S�a�,�l,that the flnal in place product is adequate. � �. ��P�a,c,tor��,to,W°�,I,c,�yrth#hre concret��{Pplier to obtai�a�ni�4 desjgn whic�a�c;��.iQr the,pqn�ition� `; �d� U�e�of ex��er��nt,ea�ly-stre�h�Qn��rete�and acce�lerators are reCom�a��led�#�re�pera�u�s �ra5'�r'��,d�fe�,�t�� , ��r..E, . � � _;�$f,c�� r- M,. � . . . ?�° ��ite i.s,.taor�i��iYIFS��tQthe site i!��a1�.�ly manner,•:t,� ;;� ;, �. . . ,.. �ci:3t rz;�,:r�r ,. r,,,, i, lifltkll'FiEIC..':' ';, ��'lVf'. ��6��.5.7 f1'c�'' -�+ p.d��t0�kp.BdVa�g@�f 'E'il',,.ei 3. PlacemeM of concrete eariler in th � laterit heat of sunlight is adviced. 'U, ��f(lY,:��71,�7Y.i,N.l�ij.' t'."� 1:)I' i1�t�Y�i?��'1IZ'7��'a., � .(o�'ll'b�. � i'..�i� ,,, .�r��,:�„,i+�w�Y';�, . , . ._.� .!'f ,t'('t�til,lli`�i i�� .: �:7 . ":+;'r1'�,. 4. Do not add additional water_ Using water-reducing admixtures i"s recommended when required., ' �5. Forms�are+to be �e of sn�ow and'Ice„ Do no�t�t lace concrete in co � A � �,��EF� ��,.��_��,- � ,�� r � �� :�' a � , �re p ritact with fro�e�ground.snow,or ice_ �6. Preh�eating�ofrebarisnotrequired,howeals : �,: , , ,;. •�E� : °,� , .� � �ar :c s�.:3�;u, ,., �:c t,�t4�,�n, r��i� t�1 �� ve�it is to ba fi'ee of frost,snow,and ice. 'f,�..��iIQ[':r,°F ; ,`� � :'^• F*�rq'I,�il..irYt Ci�ck,��+n�. �,,�.<'�rolrl� �^� � �. :.�'��.�ar�� i, .. � � . : ; ;�, ;��, ;:� li,- .li�:;�.,,: ��. �u a'iS.� . 7. Use of�rm blankets oc oth�r approved protectlon is hlghfy recommended for the top of the wall attemperatures ,.-, I ,10. e res ,F. f ..t�e hole wal,. en below,zero de �es F. , .__..; . , _ ,,. Osweqa&ngines'ing�d�Co�qsulting.�.LC. �.��: , , , .,r�� ; 9901 E Hennepin Ave,#207 . . .• . � ..;_......... ,._ ..IJ,�I�'�fN<i�.. Project Name; 2012 Stsndardized Conerete Foundation Drawings Mfnneapolfs,MN 5b41 S ,,., _,.__,.,. ._�::.:�:_... --.._..__....._. De�""�, # on`c� ,. G�rleral'�otes Phone 612-720-4639 --_•�:=-�: s, � � . 'tu a�:�Y.� n c auif '' c�,(:,��r ,. . .,�; ProJRfW�i�inr��. ,' 11�072 ��,.:-�. �,� ia��.�..r ,W� �a ;,Fax:612-$$�i-�i�'�. .ar,r� .__� - �:1.•--=�� Cli�ht�l�ht��`' Manc��Cdbi��te Construction Inc. www.oswellee.eom -_ :��-�__�.:__-'::.. •. -. -•�,._... .;._...., Clierrt"/�$dr�'s's":' 1129590fti'i�v�"N,Ma IeGrove,'�IANS$369 , `pa�e��`Y r�:' +'',� � �. .... _ ., , . , . , . ` �1'.�()4K:e;M � P 6 � Feb'�� $ � 2012 9 :OlAM�� it 's a great day at bover blds � No � 1623 P . 4 ;! � � ., . . � , , i ��,;�� . � � , . , .. ;; i .. „ ..,,..,�w,.., . .�. .. ,, ,_ . , .. .. . _..� Adjacer�t steps are to be placed no closerto either side of the beam section than twice the height of the largest step 6'-0'maximum ste (beam section) Optional control joint each end af beam secllon by athers (2)bundled il4 horizontal bars top &bottom wl 3"min clearance extended at least 24'minimum beyond each end of beam section i .. 6'minimum thick cast in-place � . '' concrete fpursdation wall . �". n•��ua+rKe�eaA�rafi;� �.wcws�..n��m.+,.�.�a�� .,�,. . - -. .�..r...�....w,.`�.�: � � � r��rrr�� / � � High footing should be placed at 1- l �' .,�=1-�.(aS�,dQ9�l.une.�iooti��l�s _ �� ` clos.�r;#qq#eP#��#!Ig(ine�;place �f �� reb��'�s,i�.+E;w�s�t thia,lin�as i I $�1.�[1� , :.:G. 1 r;�ti:�,i, ,.��, . i i ��' .. ' . 9 . ;n� ' '..�. . ,..1�� ,�x.,,�. 1; . �i' �. ',i �,�l:�C��tlll, .. �,r` �. . ,�L'1 4"'. . . <.i.rd,o-ql' "L �:➢';Yc�: a :��.1,1 1�r� ;' I t i PG r 'i i�':�:� � FOOTING STEP�D�TAIL� ��° � � ��-��.,�� .�: �� tr�:_ .� ��:� , :. . , _.... , ,.._.._ ,,.,,,._... .. ,.�,a , ,� ,, •�c '��. :1, ,. , ° ;! � R,,aii ,. :+ ��+ ..:a;'I` : � ,a r:` . „r � ;:•.t:'t�,:ar'.. � � � � ,,.�;brr.�Y�,i��'�Lti � . .,�. i�� i��;.Jr3 . .. -, . . � , . . iir !^?�IQ,��(79f°<,I'i�. �..•,�l .iy 1. U" . .' ,� . .� ✓�- .. � .._�..' .,�,.:,.... . ... . ._ . . � . � � _ :.,. . , _. � ��1�,rut.urr� �Fr��w,��; k�: N, r,;;�s; ^I. ' � � � � � , ��b ,.iib�.�� . �� ' f,�tk ; . �,!;' •sl._ � .�. .��,', ., Y�:r.r' swell Enginee�ing.and Cor�sulting.�l.L.C. 1901 E Flennep�;Ave�fR201 ProJect Name: ;�012 Standardi=ed Concrete Foundation Drawings Minnea lis,MN 55418 ""'`a'�:''"::`'•:� _ � ,. �;�r....�; Description: Step FooGn9��ail � Phone:61�720-4639 -� ��'"'`��' ��. •��_:_.-:._r-:. ,�x:"-_._.. Project# 11.072 Fex:812-886-2966 =:,•,�_;.:.::;�;�� _- -:... �;:�-� lis�t Name: Manvr Concrete Construction Inc. � www.osWalloc.com = =-=��_;:� Ile�t Add�ss: 11285 80th Ave N Maple G ' ;M :55369 ��''�°�� Paee a of 6 y � d� Fe�,. 8. 2012 9:02AM it ' s a 8reat day at boyer blde . No� 1623 P� 5 w , ' � �� ,.� � Wall freming by alhers SIII plats by others wl 1/2" diameter anchor bolts wl l` minimum embed�sta�dard - washers�72"o.c.max or ; equivalent metal strap anchors � I Max{mum stem helght is 12" " i (width to match sill piate) _ ___ _- . . _ 6"Mia l � _ -:_�:• - .: '.-=�=:=•_ • 6'minimum lhick cast-in- p{ace cvn�r`ete�wa[I vii]�� , - . , � optional slab ledge b1ar wfin 6"of tnp Mwall� .o.,:�,.w.v..a.�.�.. . .......... . .��.�� ,,,�;,,r�...,...._r .. ... ,.-,,,,�a.-�.,�F�.,,. ,,,__ ., _,..�.�,.-,- Provlda trost protection per Code #4 x 2'-0"long dowels�T2" o.c.tm�x wl 5"minimum embed (dowels are not required if wall 8"minimum thick is backfilled in equal unrcinForced concrete strip alfip�uatit�g lifts not�ccesding ipotin�,requi�ed width kp be �4" " ' ____ ` daterri�ined er Code in height) .-_.._� :_ _ ..�� P bY� .;.. '-z�=— Otl'191'8 '�'-_ ' �,,-- — •— + � _ _ _ =r=_ _=s j� , ' , � . . .. . {. � I I'1 '.��'x:.x:r--___ " .. �,.r . � , . .. .. . . "',�'.,. �. _ �,§a_r,i,. , � 1:��. WALKOUT/ SLA�-ON-GRADE FROST VI(,�1LL DEFAIL ' Note: Maximum unbalanced fill height may be up to 36"provided the wall is at lcast 8"thick .:.,��i'�1�i�,�a��., � � � , .. ' ��'�,,r.f'. ��.;i„ . . . , . .. � . � �� ... �.jl� . � ,�� , n..ia:�. � . . ��„��'�. i;!:.�;�r:, . . �e . ,�. :i � ... .. ...�,. . ''a�:�.,, . �..-i.� ..� . � . �, i.:!i � ' .�,ICIt.� 'i`-�Y`.K 2' '., . i ','" .,._ . _a.C'.�L�, r�, .., . .. � ii:4�,,, � �i -;'{�e,�Y4"'.l�: �ii ,� . . � . . y�y��,� • . � i+'f,�.� . . �..I(',.;,, Oswe1F L'ngirteering and Consulting.L.LC. . 1901�Hennepin Ave,�0'F �� ' .,,;� .. : . .. `i� ' Minneapolis,MN�l�54y3 `:'��.: . '-.�-'�-��'� P�oje�'t�lame;' 2012 Sfandardized ConcPets Foundation Orawings �'� _ ,1 r u•�: -�i�='.�;_= Description: Frost Wall DBtail Pipne.6�2-720-4639 ,.-��`;�:' Proj¢ct# 11.072 ' Fan:612-886-296fi = ��__�_�� • =:f�•-_�=_�-:: : Client Name: Manor Concrebe Cvnstruction Ine. www.oswellec.com '-••�:;:,..�=-�_•;;,; . Client Address: 11295 90th Ave N M le Grove MN 55369 Page a of e 'i , � f 9�9� ,,, .. . „ ,. . r ' . a _..__ . . . . . . ' . . ... . .,. ..,.... I� . .. . . .. . . . . . . � . . . . - , ..�. ! i Feb � '8� 2012 9� 02AM it ' s a great dav at boyer bldg. No � 1623 P . 6 + � � ; , � ' ;, I Sill plate by others w/1/2� I diameter anchor bolts w/7' WaU,iraming by others ... minimum embed&standard washers�72"o.c.max o� equivale�rt metal strap . anctwrs . 6'Min 6'mhimum thick cast-in- place concrete Iookout �_.(1�It4 co�ftinuous horaontd! . . . ._. ._ . I . .v�c;uw�. , ' °.W�It"".', bar w/fn 18"oE bop of wall '� E � I Footing elevation may vary �� below slab,provide frost #4 x 2-0'long centered protection per Code do�Wels w/5'minimum 8"fhidc x ZO"wide minirtwm embed wet set or epoxy r_!,r -- unreinforced concrete strip grouted in place --=-_. foatin la footi wuith =-L-_-r�.. 9► � ^8 _�:--•--� -- --__-- _�:-.�. if required for soil bea�ing B'vrall spacing; _ '� '= cvnditions bo be determined 36'o.c.max for sand, '•'�__:___. __;, per Code by others 3D"o.c.max for SC,� —� ''• 24"o;c.max fo�clay 8'+�wall s a� cino: ' 4$-0.0.maxforsand, �OOKOUT WALL DETAIL ' ' ' 42"ac.max for 8C.& 86"o.c.,tnax for ciay � ., ., i i I , i � II . , , OsweH Enginssring a�Consulttng�LL.C. 1909 �Hennapin A�e,�01 _ '.....:. .:;� Projeet wame: 20'12 Standarollsed Conct�ete Fvundation Drawings AAlnr1eapolis.MN 5541$ '�':�=='�_-== ,� - ,�-:_�=.._=: Description: 1-ookout WailOetail Pha�ne:612 T2Q�639 =:�.:::•_..:�:'"s�y . . F�c:612-886-2966 ,�':�:-::��r... Pr'c1Rct�, 11.0�2 � �r,�:.,-.--_.:= I •.�-:•...;"';_''' •: �.,�.�. Client Name: Marwr Concrete Construot(on Inc. osv�►s��ec•com _____=^��,,,�,; Iient�Ac�dress: 11295 90th Avo N.Ma le Grove.MN 55369 �Page 5 of B �-� , „ , . ' ..,. � Feb � 8 � 2012 9 � 02AM it ' s a great day at boyer blds � No� 1623 P � 1 Wood floor&waU framing by othera Co�nectivn vffloor members ta sill plate to _ 2x6 minimum sill plate w/1/2" � be per Code by others = dlarrieter anchor bolts wl?"minimum i P.m�.d 8l 2�W�dQ x 1�6'thlck square or round counbersunk washers(soe � tabla bebw fo�sAacing)or equivalent ! metal strap anchora(Mcho�bolt 6"Min clearance betvveen edpe of both wall Extsrior top of wall may a�d sill plate is to be 2.5') have a bMck ledge i provided tbe stem waU � , formed is at least 6"thick ' �nc more lhan 16'high � -,�^ �� , �, �" � � � � -� � � � � Continuous#4horlionfal bats, � .� � � provide at least(2)�8'-0"or less = I elear,(8)�8'-8•clear.&(4��g'-B` • � clear,At contractors optlon: Tha ,..t.,- . �nr_,� . � . , .,��:.� ��~� � lowest wall horiio�tal bar may be � omlttad if(2�q eo�tinuous horimntal I bars ae+eplaced ln the footing - Cast in-placcs conerete tvundation walt w/#6 or #4 x 2'-0'long dowels�72'o.c.max Rt�UI,�Cd��flEVdF�JCB�k1A18 w � PIaC4,d 1.6"froen Inslde __ � w!5 minimum embed � fa�e�.,pee table below for ' , . � spacing . i � 8"minmum thick unreinforced z- ' _= aoncrate strip footi�g.requirod width _,�__._ ' bo be determ[ned perCode by dl�hers Fqvting elevation may -= ----':�:" vary>b�lcw slab _ ___�_,._ � - -- . . h:S. �� I _�. ��=ti� - . ��. ,I�.: � � � '' "� , BASEMENT WALL DET�L � �� Clear Haight and Soll Type I Nanlnsl B'or Less s•-8' 9'-8' � wall Thloknoss ��d SC Clay Sand SC Clay Ssnd JC Clay � Verliaal Rsbar 8pacing ; � 8" I�tA NA NA NA NA d0' NA 36" 28" ' 10' NA NA NA Nq NA NA NA NA 56' � �Z' NA NA NA NA NA NA NA NA NA ` � Anchor Bolt Spacing � y 72' 72" 48" T2" 60" $8' 72' 96` 24' � I 190 E H�nn in Ave �swell F�pmeering and Consuldng.LI..C. ep .i�Z01 ', roject Name: 2012 Standardized Concret,e Foundation Crawi�gs M�nnaapelfs,YN 55418 =_ ===. �� - «_�.:.. i escriptlonr. Full Height Wa11 Detail � • o�e:612-720-4689 '_ `'•^��'- �_._._...r..� i '•s's:-!ie:x Project# 11.072 Fex:612-886-Z966 ::.�;'-:_;_-_-,: • '`� '>,.,�::_: Iient Name: Manor Concrete Constructlon Inc. oswellac_com �_:-_ • :r;_s:a: ,,,. Cller�t'Addres�: 11295 90th Ave N,Ma le Grove MN 65369 �Paye 6 oF 6 - ( y .� � � , � ! � �oYC"�� .�'�t�"�', f'�/?�. t —7 . Address: /� �,.,C�l� ;�'t�� Date: �`�' �Z- /'' � Prepared by: L�'�'�M�P�,t� '� ��'�+`�� . �1`1G. HARDCOVER CALCULATION WORKSHEET o��N� CO�'�� SETBACK ZONE: (CIRCLE ONE) -75' 75-250'250-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x � = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B q + B x 100 = °/a PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x � = S.F. Length W idth x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - O S.F. A TOTAL PROPERTY AREA IN ZONE p -�5 f C�tF6k} ��A �✓. p,�r�,r��'� _ �5'Z, !3 6 S.F. B a o = B .S'�. /36' x�oo = � % - 21 - . ,�OY�C'/� BLd�. Co'RP, � r Address: �� LG��3� �1°'��T � Date: 2.-2' �2 Prepared by: C� �AtM[�tk�r � �i��AGle�l'"I�C'��. f�NG, • HARDCOVER CALCULATION WORKSHEET SETBACK�ZONE: (CIRCLE ONE) 0-75' -25 250-500' S00-1000' EXISTING HARDCOVER IN ZONE A. Nouse x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F: D. Sidewalk x � = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underiain x = S.F. By Plastic x = S.F. G. Retaining Walis x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B q + B x 100 = % PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x � _ ��.� � S.F.��7�5�. Length Width x = �jG}'Z. S.F.�1�a�1°tGC x = 22,.1 S.F.-r�{�cr� B. Garage x = S.F. C. Driveway x = 27�7� S.F. x = S.F. D. Sidewaik x = �}-2.�] S.F.—�N�44.K x = S.F. E. Patio/Deck x = 5� S.F.-�T�� x = s.F. S��S F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. G. Retaining Walls x = 9O S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - �I$$D S.F. A TOTAL PROPERTY AREA IN ZONE - `77,20d S.F. B A �8 8:Q -i- B Z 7�Z�U x 100 =' ►o,2 ) % -21 - � �`-! l�K' ,�a�°'!,�v'"'�i C�k�� J Address: � �'�' �—�F '['�.��'T � Date: �.`2•!�L � l Prepared by: l�Rflr'L+��- � �SS��fi�'"G� � I NG, HARDCOVER CALCULATION WORKSHEET SETBACK�ZONE: (CIRCLE QNE) 0-75' 75-250'2�00' S00-1000' EXISTING HARDCOVER IN ZONE Z� �� A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x _ S.F. D. Sidewalk x r = S.F, x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underiain x = S.F. By Plastic x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B q + B x 100 = % PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x � = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x ' = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x � = S.F. Underlain x = S.F. By Plastic x' = S.F. G. Retaining Walis x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - � O S.F. A TOTAL PROPERTY AREA IN ZONE - 6 670 S.F. B A O + B 66'7Q x100 = G % -21 - �- Stantec Consulting Services Inc. ,� ° 2335 Highway 36 West O� � �O� v St. Paul MN 55113 �� Tel: (651)636-4600 Fax: (651)636-1311 Stantec February 17, 2012 Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 75 Leaf Street File No. 1938000285.170 File No. 2012-00070 Dear Melanie: We have reviewed the plans for the proposed new home construction at 75 Leaf Street. The site plans is dated 2-15-12. We have the following comments with regards to engineering matters: • The proposed retaining wall is shown as 4.O feet in height. If field changes increase the height, engineering design and details must be submitted for review. • Existing drainage patterns along Leaf Street must be maintained at the driveway connection. We recommend public works inspect the driveway installation prior to final surfacing. • The plan is acceptable from an engineering standpoint. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please call me at(651) 604-4894 or send an email to darren.amundsenCc�stantec.com. Sincerely, Stantec � , i . Darren Amundsen cc: Chris Mattson • . . Melanie Curtis From: Mark[markg@gronbergassoc.com] Sent: Thursday, March 01, 2012 2:13 PM To: Melanie Curtis Cc: 'Tom Henjum' Subject: Foundation as-built 75 Leaf Street Melanie&Tom: Today we located the foundation and shot elevations for the house foundation on Lot 1, Block 3, GRAHAM HILL PRESERVE at 75 Leaf Street and found the location and elevations to match our latest survey of the proposed house dated 2-1-12, revised 2-15-12. 1 � � I � V DATE TIME CITY OF ORONO �- C�LLED IN ' �' I �G INSPECTION N TIC� SCHEDULED � � Z- Z-� PERMIT NO. •�C �� "CC�C` �C COMPLETED ADDRESS � �> C � c��{ .��'/ . OWNER TELEPHONE NO. �� -�yC �%��, CONTRACTOR �-� " `f�'�'� �: DESCRIPTION ��(�'C'� �%/��-� �l�-^-�-t� I`/�'�"�``� � � ❑ 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 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 ❑ SEP FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: ' YES_NO � COMMENTS: � W � � J o v � a 0 � W � Q � Z W � W � j ��ii��W&K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED r ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �Q52� 249-460� OwnerlContractor on sit : / Inspector. �� White Copyllnspector's File Canary Copy/Site Notice ��- ' �/ �i� D T TIME `''CIT OF ORONO CALLED IN ��'� INSPECTION NOTICE scHEou�E� �� 3 �•� �— PERMIT NO. ��C L� "��L��C COMPLETED ADDRESS �� - OWNER TELEPHONE NO. �` � �� f�`� `37 .,�:.�,- c� CONTRACTOR ��.�� u��'2 �: DESCRIPTION ��C.C.'7.C c� �L 2.( L' , � � ❑ FOOTING ❑ PLUMBING FINAL ❑ E�XCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI C�/CAKESHORENVETLANDS ❑ 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 ❑ SEP I �INAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACT�YOU� YES_NO � COMMENTS: � W a � J O � � O � W � Q � 2 W � W � � GW�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED �'- ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHtN HOURS. C pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR n CITATION ISSUED C INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on site: Inspector. � a � White Copyllnspector's File Canary CopylSite Notice ��L '! L DATE TIME � � CI�OF ORONO � CALLED IN � I � � � INSPECTION NOTIC�_ ,.- '' SCHEDULED �z�: PERMITNO�L'Ia�C-�-�C��r COMPLETED ADDRESS �� C� L.---4' ��C S� .;:�-��. � la-1.Q��ofoC- OWNER TELEPHO E NO. CONTRACTOR �I��1��I�� C- �S ( - >; DESCRIPTION `�" �S L'` < <-��1 �Yl I v� f�{�}'� � ❑ FOOTING ❑ PLUMBING FINAL ❑ 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 � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SE C FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEIYOU:�,YES_NO � COMMENTS: ''I � W a O � � � 1� � 7 � //�C' �� ''"� � t ` �� / � � � C''t c�A� �c"� Cs ��C/C� � -T , Q Z �'1 n. � 5� �. 9aS .�� '�� L�rss�c� W � W � � GW�4IARKSATISFACTORY:PROCEED f� PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY O ❑Ct�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN NOURS. � pH0T0 TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CAILTOARRANGEACCESS. Ca11 for the next inspection 2a hours in advance. (952� 249-4600 OwnedContractor on site: Inspector. � White Copylinspector's File Canary CopylSite Notice �� _. � 2 TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIj� SCHEDULED 2- o?=3D� PERMIT N ! ��COMPLETED / ADDRESS OWNER P ONE NO - �/"�� CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FI ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANI RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANI AL O ❑ 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. ❑ FOILOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. o Pr:i 1 l�At �Zf� Q /��'� ( � � a � ° �� r 1 fi- �tir�2 W � Q � -�-�� /v�� A �.:� -E-� �`� z W �� 9RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑IIVSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnedContractor site: Inspector. � �] White Copyllnspector's File Canary CopylSite NoNce C / l� DATE 'TI E� � CITY OF ORONO CALLED IN INSPECTION NOTICE /� ��CHEDULED PERMIT NO. �I Z v�`�COMPLETED ADDRESS 7� �a-r �� OWNER TELEPHONE NO. CONTRACTOR j: DESCRIPTION T Vv'' (.d�� Ulil �jI/1� V�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ 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 � ❑ DEMO-SITE � SEPTIC MAINT. ❑ FOILOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a - o �oU`� c�", rPL�G�f t � � o yi-, � / ci W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8�PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �952� Z49-4600 OwnerlContractor o� Inspector. L White Copyllnspector's File Canary CopylSite Notice �'�`�l ��f D TE TIME V �TY F ORONO CALIED I"�` C � �� INSPECTION NOTIC SCHEDUL�b 7�! r : �� PERMIT NO �' � .�� COMPLETED / ADDRESS �� ` f OWNER TELEPHON NO. l�'�a � �b S`U I �� CONTRACTOR c � DESCRIPTION ° r1 �� ❑ 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 � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEP INAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMEN : � a � � J O � � � � ��C)n 1��.r- �i /l��l.. �t � � S� �v.• �-�- � Q � z w � W � � � ❑WORK SATISFACTORY:PROCEED �'�R�tOJECT COMPLETE W ❑CORRECT WORK&PROCEED �'IG6SUE CERTIFICATE OF OCCUPANCY O �CORRECT WORK,CALL FOR REINSPECTION TEIy�� V BEFORECOVERING �MANENT O CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED � INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �95Z� Z49-4600 Owner/Contractor on site: Inspector. � 1 -�� White Copyllnspector's File Canary CopylSite Notice DATE TIME ✓ CITY OF�ORONb CALLED IN iNSPECTION NOTICE SCHEDULED ��3"�y PERMIT NO. COMPLETED ADDRESS �5 �Q �� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSUTATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT "� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL p FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a , �� 'Y�.� � � �� O � O � W � Q � 2 W � W � � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED �'ISSUE CERTIFICATE OF OCCUPANCY w � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING �_pERMANENT ✓ �CORRECT UNSAFE CANDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlCon actor on site: Inspector. ��,�� White Copyllnspecto�'s Fiie Canary CopylSite Notice . + . • , • . • • � • . emo To: Finance Department From: Christine Mattson, Planning Assistarrt CC: Street File Date: 10/4/2012 G/L: 101-22205 v � Re: Building Permit Escrow Refund Building Permit#2012-00070 pertaining to 75 Leaf Street is complete. Planning and Zoning Coordinator, Melanie Curtis, on behalf of the applicants, Jason & Julie Kapsner has requested a refund of their$10,000 escrow. Jesse Struve reviewed this application so Bolton & Menk was not emailed for any unbilled WIP information. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amounts received Mail to: Jason&Julie Kapsner 75 Leaf Street Long Lake, MN 55356 w:�.street filesveaf street�75�escrow refund memo 2012-00070.doc , , _ TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT i Orono Building Permit#2012-00070 � h AGREEMENT made this �� day of v VS� , 20�Z, by and befinreen the CITY OF ORONO, a Minnesota municipal corporation ("City") and Jason &Julie Kapsner("Owners"). Recitals � I 1. Construction of the new residence located at 75 Leaf Street, (the "Subject Property"), legally described as Lot 1 Block 3 Graham Hill Preserve in Orono, Hennepin County Minnesota, is the subject of building permit application number 2012-00070 has been completed. 2. Extenuating circumstances currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at fihis 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 only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an:�s-built survey to the Ciry. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the eserow 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 costs.the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible fo� under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the Gity 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 with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2012-00070 if compliance with the approved building permit is not accomplished. � 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owner.s. Owners shall be responsible for payment to the City within 30 days of I the Owners' receipt of bill. � 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City r�ay�draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. � � 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to j the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 'I . . i � ! . i ° 6. CERTIFY UNPAID CHARGES. if the project is abandoned by Owners, or if the eligibie �� - expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. � i 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 for the specific purpose ; of inspecting and completing any�exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. � � , CITY:�CITY ORONO OWNERS: '� . � I � By: ; Its — . � � � � i i , ' � I I �<._ I . � 155441 . � i �! Cit af Orono Or�ono�MleY�Y 952-P49-46� Receipt I�b: 3.0074t5 Aug 10, 2012 Jason � Julie Kapsr�er 201Z-00776 75ILeaf St 101-22Z05 7+�•� Deferred Rev-Develo�r DepoSit Tatal: 7,504.00 Check Check No: 1565 7,500.04 J��$ Julie Kapsner Total l�lied: 7,500.00 �har�e Tendered: .40 OB/IO/Pp12 11:21��— ' � CITY OF ORONO * z 0 1 z - 0 0 7 7 6 * 2750 KELLEY PARKWAY DATE ISSUED: 08/10/2012 ORONO, MN 55356- (952)249-4600 FAX: (952)249-461b ADDRESS : 75 LEAF ST PIN : OS-117-23-11-0014 LEGAL DESC : GRAHAM HILL PRESERVE 3 : LOT 1 BLOCK 3 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: TIED TO BUILDING PERMIT 2012-00070 FOR TEMPORARY CO APPLICANT ESCROW FEE-BUILDING 7,500.00 KAPSNER,JASON&JULIE TOTAL 7,500.00 760 DICKEY LAKE ROAD _ LONG LAKE,MN 55356- OWNER KAPSNER,JASON&JULIE 760 DICKEY LAKE ROAD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires sepazate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction suthorized 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 requested in conformance with the State Building Code.1'his permit may be revoked at any time for due cause. , / / / / Applicant Permitee Signature Date Issued By ' ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. _.__ _ _ __ _._...._. . . _ ._ _ _ _ BUILDING PERMIT ESCROW AGREEMENT Orono Buifding Permit#2012-00070 AGREEMENT made this�day of f�`id�� , 20�, by and between the CITY OF ORONO, a Minnesota municipal corporation("City')and ksa J .1� nc✓' ("Owners°). Reci als 1. A building permit application has been filed for a building permit for a new home located at 75 Leaf Street, the("Subject Property"), legally described as Lot 1 Block 3 Graham Hill Preserve, Hennepin Courrty Minnesota 2. Owners request the City to review this application. 3. The City will commence�s review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow ,�greement,the Owners shali deposit$2,500 with the City. AIt 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 guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the woric is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work(including planning, engineering, or legal consultant review) associated with building permit #2012-00070 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs,the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bilL 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above,shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow accourrt without further approval of the �wners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the Owners when the review has been completed and written notification is received ftom the Owners requesfing the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners,or if the etigible expenses incu e City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subj t prop y inn.Stat.§§415.01 and 366.012. CITY: C O OWNER: By: -- _ Its: - I �i6ernal.#lse;�qn��'�„�.�;��gina��;o_P�.aniain9�,_$��,�apy;to��oReif�+�gr�,�.��opy�'�Str�ee�...,_F�le C�ity of Orono OronoKeMl� Parkway � 952-249-4bOp Receipt Na: 3.d0644g Feb 17, 2012 �oYer Building Previaus Balance; .� Per�its �412-00137 75 Leaf St p�540.� 101-� Deferred Rev-pevela�r Deposit Tatal; �- t�eck Check No: 044458 Rayow �+�•4p Total Applieiddln9 P,500.04 Change Tender�d: � .� OE/1712412 44:15Ph1 ~'- • • ' CITY OF ORONO * 2 0 1 z - B 0 1 3 7 * - 2750 KELLEY PARKWAY DATE ISSUED: 02/17/2012 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 75 LEAF ST PIN : OS-117-23-I1-0014 LEGAL DESC : GRAHAM HILL PRESERVE 3 : LOT 1 BLOCK 3 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT APPLICANT ESCROW FEE-BUILDING 2,500.00 BOYER BUILDING CORPORATION TOTAL 2,500.00 3435 COLJNTY ROAD 101 MINNETONKA,MN 55345 (612)475-2097 Minnesota State License#:2988 OWNER KAPSNER,JASON&NLIE 760 DICKEY LAKE ROAD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The 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. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 I80 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance wi[h the State Building Code.This permit may be revo -at"�'tim for due�ause. ��7z� � ,�- � � /!? /IZ / / Applicant Perm�,tt' ignature Date Issued By S' ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Checkfist for Refunding Building Permit Escrows Building Permit # ��Z'�� Street Address: �5 �`C )TY�_� Appiicant Name: ❑ Escrow request received Date: •1�l.Q�l!/`� Permit Type: I v CJ11V _ Are all inspections compfeted? es No If not, fist what is outstanding: Was there a Temporary CerEificate of Occupancy issued? es No Date: �" �d '�2-* Was there a Final Certificate of Occupancy issued? Yes No Date: As-built survey required? Yes, approved on � � ' � � � Z NO NA ❑ Email CK & Bonestroo to see 'rf there is any unbilfed WfP. Date email sent: ��IIIV�- t�eJl/►'�INeO�' ❑ Prepare memo for Finance Department z:\fortnslzoning standard forms\checklist for refunding building permit escrows.doc Last Updated: 10-31-2011 � PermitWorks File Transactivn A+laintain Repa�ts � _ ., ,_ _ - .- . � .. . _.,. ;v. ,. 1�'� ��ba�e Pr�p�r�lR��ord ��_� � �� .. �� " a''�,x f�" p,Yn,a«i.�a`-r�„ h . �''.. -'� ��-�"�-:". � . �� i� � r ►� ❑ � �. �'� � � °;" � �L+ .�J --_—� �ee�n�t�: �o�z ooa�o �tiap�e�¢�,�_ic�r�� P�rmit Addc�ss: TS Leef 5t � h'�air� I�I�I kcldress �' Adr_litionai M�IM Adcir�ss C;e�eral� Fe�s I�sp�tia�s l�} , N�t+ea I Applie:a�11et�il( CO Detsil( Seq lnspectionT�rpe Inspector aate Status H Fee Rec � • _ . _ . 2 + Foatie�g WGIB 7122lZ012 P Y 0 . 3 Foundativn 5urvey T WGIB 3d112012 P ^ Y 0 .� 4 Poured YYall �! WtifGlB 21Z32Q12 P 0 �_ 5 Framing � 1�M1�GIB 41142012 P Y 0 � 6 Insulation � WGIB 5d'1l2td12 P Y 0 � T 7 ,4s-Built Survey � 8 Finsl � WGIB 8112412 P�� Y U �� ►� 7I( Add I�w Delete