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Home My WebLink About2013-00906 - new structure , , � CITY OF ORONO * 2 0 1 3 — B 0 9 fd 6 * 2750 KELLEY PARKWAY DATE ISSUED: 09/30/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 40» ELM ST P1N : 06-117-23-41-0106 LEGAL DESC : MINNETONKA SUMMIT PARK : LOT 000 BLOCK 009 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIV[TY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 520,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING. MECHANICAL.FIREPLACE, SEWER CONNECTION,LAWN IRRIGATION, WELL(S1'ATE),ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUIL"I'FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY OR A STOP WORK ORDER WILL BE ISSUED. INITIAL: G� (} NOTE: AN APPROVED AS BUILT SURVEY IS REQUIRED TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL: ��— NOTE: BE AVvARE,IN THE F-,VENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT S�RVEY AT THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED UPON RECEI T F A$10,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL: � NOTE: NO PECTINOS WILL BE GRANTED UNTIL ONE OF THE FOLLOWING: N6�(� � �� ' S.2I�.-�J11�a.I� 1) LETTER FROM BUILDER&HOMEOWNER ACKNOWLEDGING SITE PLAN CONERNS FRO /23/13/ ETING WITH CITY STAFF OR � �V•IJ'� 2) REVISED PLAN(S) SUBMITTED AND APPROVED BY CITY. INITIAL: G Na�-� : �s-b�.i.�l� �sw�v� o�.�n�..►�s-t��t� c�u�.af�-�s b�� s�r�e-yo►^ „-�� c. o. _ �;�,�.� APPLICANT PERMIT FEE SCHEDULE 3,556.7� SOLID GROUND HOMES�. REMODELING STATE SURCHARGE (VALUATION) 260.00 14220 BASALT STREET NW RAMSEY, MN 55303- S.A.C. 2,435.00 (763)286-5072 TOTAL 6,251.75 Minnesota State License#: BC224579 OWNER FRITZ, MATT 9125 LOUISIANA AVE N BROOKLYN PARK, MN 55443- AGREEMENT A1vD SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications.applicable Cit��approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if consvuction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. /i / / �' �'"��_ �'L----' �/��%/�� Applicant Permitee Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. • - - � , , �, � ,� �� 1, "75 o�,� CITY OF ORONO � , , ", - ' BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS O Mailing Address: aQ� 3 _� � PO Box 66 Permit number: � �� Crystal Bay, MN 55323-0066 Date received: � � R/�0��$ a � � Streef Address:� Received by: (o G �� S.F � 2750 Kelley Parkway Plan review fee: o�3��•8`� � G,��V CqkESH�� Orono, MN 55356 ��3,� � 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 must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: d Job Site Address: �i� 5� ��M � �jQ�Lri �(Z�/�b �K S.5.3.5 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes,a special event permit is required with Police Department and Ciry Council approva/60 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates su�cient on-site parking is availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: ►vame: S15�- �A G Zbu t� �-1� ��'S qF- t� E /�/IdDE L yn( State License# C, � Expiration Date: Phone: cell ' - Z p office 7' (o - -3 Mailing Address: 2 S LT ST 6C , Cit : E ZI : ,� - �, Contact Person: G�, Applicant is: ontrac / Homeowner (Circle One) Emailand/orFax: KhQ,�� Cor„Qr5tbh2 G c i �C. , cc�en� �ROPERTY OWNER INFORMATION: Jame: M A t7' �' K��S7�t� E �2�TL Phone (day): � (o� 2 �- �(�2 - (ob53 Address: Z = VE Cit : �,L11(CYN S Email and/or Fax ry,��- �'�-;.}2, 2 l(, (n,o3-n�►al � C oM. ARCHITECT/ENGINEER INFORMATION: ►vame: I� �REK P N�'[.I. ��5 S �}FC 1�E �4vEpl 57��Tv�/tL Phone (day): (v 1 2 -- 2$ 4 - 7p 3 3 Address: � g Cit : M?LS ZIP: S' Email and/or Fax: ��..�o � 54 G�.u�CnS @ . CG� PROJECT INFORMATION: Descri tion of ro�ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply �New Construction �Single Family with Residence ❑Addition attached garage Garage/Accessory Bldg. �ublic Sewer ❑Accessory Building ❑ Singte Family with ❑ Deck ❑ Relocation detached garage ❑ O�ce/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water *"Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial �rivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.mi nnehahacreek.or � :stimated Construction Valuation (excluding land) $ �" .��C✓i �1�� -�—�' - —--. .._..—_. .. .. ._... __._.,_...; ._ :.... � ; � . � � ' , ; i • i . ! :STRUC7URE INFORMATION: � �' '�.Structur�a Dbnenskns 9.8tructure Dlmenslons(contlnusd) 2 Typa of Constructlon a.Lengtlt(ft.)= Number of bedrooms=� I ��Wood/Frame b.Width(1kj= Number of perape s#alls: ❑Masonry � ❑Metal ', Areas irr sauere ie� Attached=� ; ❑Po�e Bldg, a Besement� f 3 93•S DtkBChed a Q i d.9'�3tory = �393••�'� �ICF j ❑On-si6e Prsfab ' e.2nd Story= � � ❑OfFaile Profab ! f. 34 Story = ��p�� ! g.Total Aree= 2, i�� ): i , I I REQUIRED 8UBMITTALS: � All of the iMormation must be submitted tn order for our lication to be ocessed: � Not � En k icable � Pemtft ication � C] P aed Buildl Plans -� CI 'r. MN State Code Calculatlons and Mechenioel Code R uireme�s Form Ll Su meeli all ulremerds ; 0 ' .. � Stidrtn Polludon Preverrtion Plany ti,. � ' Ha�dcover Cak�latia�s � t�n 9it�Eeaaldatlo a.. � , o �.. � ro�Pl�rre-ferAet�ini �+k�f�erorabovs � 0 Minnehaha Creek Wabeished Dietrlct Permit s � � Pbu�` eY�ew Fee � O Application Es�r&AgreemeM ' 17 O Other. APPLICANT/OYVNER ACKN�WLED(3EMENT: • Agrees to provide alt infirtnatlon roquired or requesled by the Bu�ldnp Department; • Agreaa to pay the CIly ot Orono for w�gineseing oonsultant revlaw costs in e�ocps M�500; • CerUfles U�at the Informetbn supplled is true and oarect to ihe best ot Ma/her knowledge. The applicant recogniaes that they are soley reeponsfble for e�mftting a complete applicatlon being aw�+e that upon falluro to do so,the staff hae no slbematMs but b reJeat ft urn�it ia oomplebe; ' • A�ov�Aedgee the Escrow Agreemerrt is campieted end sipned; • Undaistands some or al!of the fMormadon that you are�to provide an thls applbatlon is dasaiffed by Stabe Iaw es eitha' private or oonflder�ial. Pmra6a dete la IMermation which peneraNy cannot be giNen to fhe pudic but can 6a given to the subject of�e da�. Confldentlal data is inf�rmatbn whbh generelly aannot be gtven to elther fhe publia or ihe aubject of ihe date. Our putpose and Intended uea of this iniormadon le to annually updete our reca+da and reoorda M other governmer�tal agenaes required by law. If you refuse bo aupply the infom�atlat,the application may not be iesued. • Aqnss that tn thv ownt that wosthar or other condltlons prevent the oomp[etlon of�n as-built survey pt ths tima the Cw#Nlcabe of O�upancy Is requested,a ternpaary Certtflc�ata M OccupaAcy may be issued upon�ipt of a�a0,000 sscrorr to e�ure completlon of the as-buiK wrv�y and dl siba Improwmenb. i ,�plicarrt'e SiBnature: � Date: 9�.��ZE9/.� owners signature: oate: 9��.7�/3 � . , i ( � f � � � i STRUCTURE INFORMATION: Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms=�f" _ �Wood/Frame b.Width (ft.)= Number of garage stalls: ❑ Masonry Areas in square feet Attached = tp ❑ Metal ❑ Pole Bldg. c. Basement= � .� Detached = � � ICF d. 1 S�Story = �3�I�•=� ❑ On-site Prefab e. 2"d Story= Z O e j ❑ Off-site Prefab f. '/z Story = `� ❑ Other(please specify): g.Total Area= .�7�y�• 5 REQUIRED SUBMITTALS: All of the information must be submitted in order for our application to be processed: Not Enclosed A licable ❑ Permit A lication �1 ❑ 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 ❑ tic em Site Eva4�a#ton Re ort ❑ �Access Peux�it ❑ C7� m ❑ ['d ns#eF-Re�eirti Walts 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit s ❑ ❑ Plan Review Fee - ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER 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 complete 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 data. 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-built survey and all site improvements. plicant's Signature: � � �� ate: I/.�� Owner's Signature: Date: w: PLAN I�EVIEV0/ �HECF(LIS� FOR {i�ElllO STRUCTURES / AQDITIONS Address/Permit Number: p'�� .�� i, ��`�" � p � �,�,�.� � � �� Descri tion of work: Septic review by: � �� Date Approved: ` �� 6 �� Zoning review by: �� .-�� Date Approved: �<�� ' � � �1 Building review by: Date Approved: �` � ' � t� Grading review by: %� Date Approved: ��' � ' � �� . � .- ,-- � Zoning District: ��'��" ;��% Zoning File#: ` � -.-� Reso#: � i !'� Reso Date: Zoning: Lot Area: �� `ar� '.r 9S� /AC Wiclth: Lot Coverage: SF % � � � 6 — Survey Submitted: r�'Yes 0 No Date of Survey: � � ��,r (,� Revised date(?): Pro osed Setbacks: ,� �� Front(�ake} Rear(St �t) ( N S �'E; W ) ( N S E ?'W ,� Other Buildings Wetiand � Si Side ��` ,' ��, ;,� i � :�; � .�.� . ; �� `�� J aC�� °'��'% =; - 0 r F , Defined Height: �� , Peak Height�=._ FFE: J"� a FFE minus � feet= ?-�� (Existing Contour; Perimeter(linear feet) = 50% _ #of Storie� Ok? 0 YES FOR A BUILDING WITH A BRSEMENT OR CRAWL SPACE: `.- The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: � ;`:�f� �; START WITH proposed floor(of the basement or crawl space)and the highest point of the rcof. START WITH The distance between the top of slab and the highest point of the roof. If you have a... If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the y windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding ,� % SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof y`"'�,� (BASED ON ROOF � GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with �9 NPE� windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab , � Subtract the distance between the BASED ON and the hi hest existin rade ad acent to �, SUBTRACTION � 9 9 S 1 �t�� „ � (BASED ON EXISTING basement/crawl space floor and the EXISTING the foundation. �',';S�'��. � �-� GRADES) highest existing grade adjacent to the GRADES . foundation OR 10 feet(whichever is less). EQUALS Defined building height :; �` ''<,�'` �� EQUALS Defined building height �,.�1 Shoreland District MCV1lD Rermit f�eceiv�d Avera e Lake§hore Setback Met? Bluff ' �`�'es � No � NIA �' � Yes �'No Ly Yes � No 0 Yes � No �'�1/A � �� °°� Permit I�umber.�;��- � �"�= Setback: ; Stormwater Quality Existing Proposed Variance i2equired CUP Required Overla District Tier Hardcover Hardcover ��"�Yes � No � Yes `��No �� `�� ,��J T�Pe(s)� �� a�, TYPe(S)� < Updated: January 2013 �� ;�.'�� E;��' v:Aforms\plan review checklist 2013.docx � �.-��` "!�'- � �� ry ��- t �r c y�., ��u��. ' � ,� �., � ,: �� ,i.�; @ REMARKS (in-house): Fees to be Char ed YES NQ Permit Plan Review State 5urcharge �� Investigation Fee �'� SAC—Number of SAC Units Other(�pecify) � S uare Foota e $ er Square Foota e Basement X - $ 15�Floor X - $ 2nd Floor X - $ Garage X - � Estimated Construction Value: � �Z� t5�e� �=� Orono Inspections Required 1Nork Requiring Separate Permits Required State Peemits ❑ Site ,�Plumbing 0 Grading / Filling �Well 0 Hardcover Removal �Mechanical � Fire �°Electrical �Footing � Septic � Water Connection �Poured Wall �Fireplace �—Sewer Connection �oundation Survey � Masonry �'Lawn Irrigation �'Radon Rock Bed �f9� �Framing � Other(specify) �Insulation As-Built Survey inal ❑ Wetlarrd Buffer O Other (specify) REMARKS (in-house): � Other Review: Reviewed by: Date Approved: � Access: Existing: 0 YES ❑ NO New: 0 YES 0 NO �� ICIAL REMARKS -TO BE NOTED ON PERMIT AN� IN{TIALLED .�.. , d �� • R j` E ' I E 'rf� !y (�.ke � t kr...., ;�' 4i� E��:; , .f� . y, _�� a" l � 4�`�,h 4 F. � �,.� .,J �I.� t � 1 4 � 4 a i. ': r� (� �E t�6` Y� '�� t `l ��;'�: ��f"�f t �k' i� ;:C 6� F� �, v,,ew� �"" �f�:C� 4. �'tk t• + ti f` `,o-l < e ��, "`. i '� : .. �, . a - � - y , �. �-�.�y- � P��'� �� ..�.u,� F�v&�� •� 5' �x'�� `�a `'d.:.,, l. t' s '� g � ? > k,h,��, ' , — �. r,.' �; � . , � , .. _ � , t „@ �� ; � � � - ' _� r Updated: January 2013 � _\forms\plan review checklist 2013.docx `` ��,�;� ,'l.�'',. w � �� -��.'�,�'��e�J `� �� t � � �.,� �� .� �'��.�`��. ;..�� . �'"� C �"�' � ° f� _ - C�,r�� , �t:�'[ER RE�c1C�RCF PTR�11T �PPi.IC4?In\ —C'O�iRitiF.n.initiT �t)TIFIC'.�TIO� FOR:�i . .. .i 1,'�m' .. , .I�'�. '.� ., , _ i;i�. . ..... ,.:1.'.l_.I�L'�:�Jl)tiil.. .,., `ti,..��. � :ii .,..�i _ _ �i.. . ... . . ._._'' :1.!\ti� .,� �"�� ;i��"`fl�"�i�.`f'�\llr. \ �''�l.;i I'�.� ..1.�'.\:.iill: .il�l! '1:�.`li:L.i�,. Ii.C'-•. .:tl"Ill�. �.��.t .l a'1..+�t . � .I . , . I'i I.'.:•1.:�'1•' . �I �`i:l!1'.,� Jf.: �.. '.t�. ., �, . . � . . . .i.., .. . .. 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J � I'..J I i�' � {:i i: �Ilt- i� r I �n . .... .�.�11f...:,..... .U.�.�:��':I.• JCL'.'t...i -U.'�(. . it'! (t 1 �It�� . , - � �. _�. � n', i� �I�.1'..tl�� I _�._. ....... .l.i:i�i ..�t..: ,t,.:� . `�/��r'�� '.. ' �' �-. .. .. � .. . . / � /. \./ � r� 4 �/,.✓ '�� ' �-�� " ,' i ��% -- � �� ti��:at�.�r��:�1 "roc:i?� � ner . !i:,�_ ?�r� 1 , . _ � . . � _ ; r - .._ _ soli�d g�ound HOMES&REMODELING ', `Building On a Strong Foundation " Job Site: 4055 Elm Street Orono, MN Storm Water Pollution Prevention Plan 1. Rock entrance and driveway. a. To be maintained during construction. b. Keep street clean of construction debris. 2. Knifed in silt fence around perimeter of property. a. To be maintained until landscaping is complete. � �r �: �, r � . .z � � �;;; ; �4.�4�' `x . r; 14220 Basalt St. NW, Suite #200, Ramsey, MN 55303 Office (763) 754-3939 www.SolidGroundHomes.com MN Builders License #BC224759 � , �M�anicode Page 4 of 7 Permanent erosion and sediment control plan: Indicates areas to be seeded and sodded, sediment ponds, storm sewer systems and all other required permanent erosion and sediment control measures. Permanent stormwater pollution controis including, but not limited to ponds, vegetated buffers and structural measures shall be designed and constructed in accordance with other chapters of the City Code and requirements of other agencies having jurisdiction. 3� Narrative: Describes, at a minimum, the nature of construction activity, person(s) responsible for inspection and maintenance of site erosion and sediment control including contact information, project phasing, schedules, along with the timing, installation and maintenance of erosion and sediment control measures and specifications necessary to carry out the project. 9� NPDES permit documentation: If a national pollution discharge elimination system (NPDES) general stormwater permit from the Minnesota Pollution Control Agency (MPCA) is required the owner shall submit to the city a copy of the MPCA Certificate of Permit Coverage. (Ord. No. 55 3rc1 series. § 1, �-13-2009; Ord. No. 69 3rrl series, § 1, 4-12-2010) Sec. 79-8. Stormwater pollution prevention plan review process. (a) Process. For any subdivision, the stormwater pollution prevention plan shall be submitted with the preliminary plat application. For all other applications, the stormwater pollution prevention plan meeting the requirements of section 79-7 and minimum BMP requirements of section 79-9 must be reviewed by the city engineer or designated representative who may approve, approve with conditions, or deny the stormwater pollution prevention plan prior to any land disturbing activity on the site. �b) Duration. Approval of a stormwater pollution prevention plan submitted under the provisions of this article shall expire one single year after the date of approval unless construction has commenced in accordance with the plan. However, if prior to the expiration of the approval, the owner makes a written request to the city for an extension of time to commence construction setting forth the reason for the requested extension, the city engineer may grant one extension of not more than one single year. Receipt of any request for an extension shall be acknowledged by the city within 15 days. The city shall make a decision on the extension within 30 days of receipt. Any plan may be revised in the same manner as originally approved. ��) Conditions. A stormwater pollution prevention plan may be approved subject to compliance with conditions reasonable and necessary to ensure that the requirements contained in these regulations are met. Such conditions may, among other matters, limit the size, kind or character of the proposed development, require replacement of vegetation, establish required monitoring procedures, stage the work over time, or require alteration of the site design to ensure buffering, and require the conveyance to the city or other public entity of certain lands or interests therein. �d) Financial security. The adequacy, conditions and acceptability of any financial security shall be determined by the city. (Ord. No. 55 3rd se�ies, § 1, 4-13-2009: Ord. No. 69 3rd series, § 1. �F-12-2010) Sec. 79-9. Minimum SWPPP Best Management Practices (BMPs). http://library.municode.com/print.aspx?h=&clientID=13 094&HTMRequest=http%3a%2f%... 9/3/2013 ' � Municode Page 5 of 7 (a) (Plan standards required.]No stormwater pollution prevention plan that fails to meet the standards contained in this section shall be approved by the city council or designated representative. �b) Site dewatering. Water pumped from the site shall be treated by temporary sedimentation basins, grit chambers, sand filters, upflow chambers, hydrocyclones, swirl concentrators or other appropriate controls as appropriate. All water from dewatering must be discharged in a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland. All discharge points must be adequately protected from erosion and scour. The discharge must be dispersed over natural rock riprap, sand bags, plastic sheeting or other accepted energy dissipation measures. Adequate sedimentation control measures are required for discharge water that contains suspended solids. ��) Construction site waste. ��) Wasfe and material disposal:All waste, unused building material (including garbage debris, cleaning wastes, wastewater, toxic materials or hazardous materials), collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be properly contained on site and disposed of off site, not allowed to be carried by runoff into receiving channel or storage sewer system. �2) Hazardous materials:Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spill, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Concrete wash must be limited to a defined area of the site and runoff must be contained within the defined area. Storage of hazardous waste must be in compliance with MPCA regulations. �3) Liquid waste:All non stormwater discharges (concrete truck washout, vehicle washing, maintenance spills, etc.) conducted during the construction activity must comply with the newest version of the state NPDES permit. �4) Sanitary facilities:Adequate on-site sanitary facilities shall be provided in convenient location(s) for all persons who work on the site. �d) Tracking. Each site shall have graveled roads, access drives and parking areas of sufficient width and length to prevent sediment from being tracked onto public or private roadways. Any sediment reaching a public or private road shall be removed by street cleaning before the end of each workday. �e) Drain inlet protection. All storm drain inlets shall be protected during construction with control measures as approved by the city. These devices shall remain in place until final stabilization of the site. A regular inspection and maintenance plan shall be developed and implemented to assure these devices are operational at all times. (fl Site erosion control. (�) Channelized runoff from adjacent areas passing through the site shall be diverted around disturbed areas, if practical. Diverted runoff shall be conveyed in a manner that will not erode the conveyance at receiving channels. All temporary or permanent drainage channels must be stabilized within 24 hours of being connected to a water of the state. Sediment control is required along channel edges to reduce sediment reaching the channel. (2) All activities on the site shall be conducted in a logical sequence to minimize the area of bare soil exposed at any one time. http://library.municode.com/print.aspx?h=&clientID=13094&HTMRequest=http%3a%2f%... 9/3/2013 , .� N�unicode Page 6 of 7 � ; . (3) All disturbed ground left inactive for 14 or more days must have temporary or permanent stabilization year round. �4) For sites with more than ten acres disturbed at one time, or if a channel originates in the disturbed area, one or more temporary or permanent sedimentation basins shall be constructed. Each sedimentation basin shall have a surface area of at least one percent of the area draining to the basin and at least three feet of depth and constructed in accordance with accepted design specifications. Sediment shall be removed to maintain a depth of three feet. The basin discharge rate shall also be sufficiently low as to not cause erosion along the discharge channel or the receiving water. (5) Perimeter sediment control measures shall be placed along all down gradient perimeters of the site. If a channel or area of concentrated runoff passes through the site, perimeter sediment control measures shall be placed along the channel edges to reduce sediment reaching the channel. All down gradient perimeter sediment control measures must include a maintenance and inspection schedule. �6) Any soil or dirt storage piles containing more than ten cubic yards of material should not be located within 25 feet from a roadway or drainage channel. If remaining for more than 14 days, they shall be stabilized by mulching vegetative cover, tarps or other means and enclosed with down gradient perimeter sediment controls. Piles which will be in existence for less than 14 days shall be enclosed with perimeter sediment controls. ��) Pipe outlets must have energy dissipation installed within 24 hours of connection to waters of the state. �9) Inspections and maintenance. The owner shall be responsible for conducting inspections and maintenance of all erosion and sediment control BMPs on site. (�) Inspections, maintenance, and rainfall on site must be documented and readily available for review. Inspections are required as followed: a� Once every seven days on exposed soil areas. b� Wthin 24 hours after a one-half inch or greater rain event over 24 hours. �� Once every 30 days on stabilized areas. d� As soon as runoff occurs or prior to resuming construction on frozen ground. �2) Maintenance is required as follows: a� When sediment reaches 1/3 the height of the BMP on perimeter control devices, sediment must be removed within 24 hours of discovery. b� If the perimeter control device is not functional it must be repaired or replaced within 24 hours of discovery. �• Temporary sediment basins shall be maintained when sediment reaches '/2 the outlet height or'/2 the basin storage volume. Basins must be drained or sediment removed within 72 hours of discovery. d� Sediment must be removed from paved surfaces within 24 hours of discovery. (3) Erosion into streets, wetlands or water bodies. If eroded soils (including tracked soils from construction activities) enter or appear likely to enter streets, wetlands, or other water bodies, prevention strategies, cleanup and repair must be immediate with the appropriate approvals from the DNR, MPCA, or any other state, federal, or local agencies as necessary. The owner shall provide all traffic control and flagging required to protect the traveling public during cleanup operations. (4) http://library.municode.com/print.aspx?h=&clientI D=13 094&HTMRequest=http%3 a%2f%... 9/3/2013 Municode Page 7 of 7 • . . Erosion off-site. If erosion breaches the perimeter of the site, the owner shall immediately develop a cleanup and restoration plan, obtain right-of-entry from the adjoining property owner and get appropriate approvals from all state, federai, and local agencies as necessary. Then implement the cleanup and restoration plan within 48 hours of obtaining the adjoining property owner's permission and approval from any appropriate state, federal, and local agencies. (Ord No 55 3rd senes § 9. 4-73-2009 Ord No 69 3rd ser�res. � �I, 4-'l2-?_01aj Sec. 79-10. Completion of work. Work will be considered complete when all exposed soil areas have undergone final stabilization, as defined in st:�cticn_7��__.5, is constructed to finish grade, and is in conformance with all permit conditions of approval to the satisfaction of the city. The owner shall notify the city when the land disturbing operations are ready for final inspection. Final approval shall not be given until all work, including installation of all drainage facilities and their protective devices, and all erosion control measures, have been completed and final stabilization has occurred in accordance with this chapter. ((7rzi No 55 3rd Senr��s c 1. 4-13-2009; Ord. No 69�rd s�,�ie.e � 7 �-?�-2OtCi http://library.municode.com/print.aspx?h=&clientID=13094&H1�MRequest=http%3a%2t�/o... 9/3/2013 _Ta._ ,a.,� _._�. _.�rm� _.�_ �.__.F ,..,, .. . .^x�- —�F..� .�-. .._ � p �,' "'^"S{'�6s .. t,'rt"n�. , .. , _ .. �'!`il:.'," ..._.�_ . �..-.-.r..�..�..�.-•.v :. i�. i.'...< •. ,.., � _ .. : �. . . . .. :�. .. .,..... . � PLAN REVIEW CH�CKLIST FOR NEW STRUCTURES / 14DDITIONS � �/�n � AddresslPermit Number: � � �b t L�'t � Description of work: '�'+!�et �� Septic redie�nr by: Date Approved: Zoning review by: ` �'�� • �,L` '� Date Approved: �l � `.� "-� �uilding review by: Date Approved: �°,� f� ' � F� Grading review by: �� Date Approved: /� J� 1 Zoning District: Zoning File#: Reso#: Reso Date: �� Zoning: Lot prea: SF/AC 1lVidth: Lot Coverag�: SF _% ��= Survey Submitted: ❑ Yes � (Vo Dat� Qf Survey: Revised dafief?): Pro osed �etbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings 161��tland Side Side � Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Conto�r; Perimeter(linear feet� = 50% _ #of Stories Ok? 0 YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof T of the roof to the low point of the to the low point of the corresponding � SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with TYPE� windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation. GRADES) highest existing grade adjacent to the GRADES foundation OR 10 feet(whichever is less). EQUALS Defined building height EQllALS Defined building height Shoreland �istrict MCWD Permit Received Avera e Lakeshore Setback Met? Bluff 0 Yes � No 0 N/A � Yes � No 0 Yes 0 No � Yes 0 No 0 N/A Permit Number: Setback: ' Stic�rmwater((�uality Existing �r�posed Variance Required CUP Requirec� �;: Overla District Tier Hardcover Fiardcover ❑ Yes 0 No � Yes 0 No �� TYPe(S)� TYp�(S)- � Updated: January 2013 v:\forms\plan review checklist 2013.docx , � - �� i`� �yn..'t��x c�. �aN` �" a ��3 sx .#�` � '�..�,��.'�� -ts`w iv � ,�° °k'�� ."��. .$'� ._�S g ,a• . i �, � � � s+,..�.,�,��e�.,�'��a�� r . ', . _ � : + ., ., � ,. , . . �� . > �. ., .>., .� , .,,_ � � REIIAARKS (in-house): Fees to be Char ed YES NO Permit Pian Fteview State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) � S uare Foota e $ er Square Foota e Basement X - $ 1 St Fioor X = $ 2nd Floor X - � Garage X - $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits Ftequired State Permits � Site 0 Plumbing Q Grading/ Filling � Well 0 Hardcover Removal 0 Mechanical 0 Fire 0 Electrical � Footing 0 Septic � Water Connection � Poured Wall 0 Fireplace � Sewer Connection Q Foundation Survey � Masonry 0 Lawn Irrigation 0 Radon Rock Bed � Mfg. a Framing � Other(specify) � Insulation - � As-Built Survey � 0 Final �� Wetland Buffer �"' � Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: � YES � NO OFF�CiAL REMARKS -TO BE NOTED ON PERMIT AND INtTfALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx �, Christine Mattson From: Christine Mattson Sent: Wednesday, August 08, 2012 5:54 PM To: 'mattfritz21 @hotmail.com'; 'brian@andersondesigninc.com' Subject: 4055 Elm Street Hi Matt, Following up on our phone conversation, the subject property is within the LR-1 B zoning district. This district requires a minimum of 43,560 square feet (1 acre) and 140 feet in width for a lot to be considered buildable. Orono City Code states for this zoning district if the lot area and lot width is at least 80% of the zoning district requirement, a variance is not required (cite 78-72(b)(1)]. Within the LR-1 B zoning district, 80% of the lot area is 37,248 square feet and 80% of the width is 112 feet. Your lot does not meet these minimum requirements and lot width and lot area variances would be required to develop the property. Alternately, our Code also allows for redevelopment of substandard shoreland lots without variances with minimum requirements. Your lot is located within the shoreland overlay district and also appears to meet the additional requirements within Section 78-72(c). Therefore provided the lot does not exceed 25% hardcover a variance is not required. An application for a building permit should meet all of the requirements identified within our building permit application packet. 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 `1a' 952.249.4620 8 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Summer Office Hours: (Monday, May 21 throuqh Friday,August 31,2012) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 3, 2012 ANDERSON DESIGN, INC. 840U Cedar Lake Road Brian Anderson St.Louis Park,MN 55426 brian�andersondesigninc.com . Phone 952.544.0099 Fax 952.400.4730 �� 4'V1 .�� •- i � . . � - - � __ ---------------------- - __ __ _ �N(�/� r V �, l � � '�� , __ �_..______._.__----- ---------- -- � � � ^ �� -�;:_�.. � -� , � --- ; -----__ - _- _ _ ___ _ __ - ------ ' _ �i�C.�..� �� 5 .__._ _ _ ----- __ - _ ______ � ��.�- �(��-F, � _ __--_ __ _,----- _ .'��-_ _�____--- _ _ _ _ __ __ _ _ - --- - __ __ � " � _ _--_ � � . _ _ _ -- __ _�.._ _-__ _ --- ------ _ __ � _ __ _ ---_ ___��1 , - � ----- ---___— — ----- -- _ _ �-t' � � ��/�7 � �� l � ' - --- - --- --__ _--- _ __ _ ---- _ _ _ _ __ � � L _ _ . _ ��c. o ,� ✓��' Zi-�' � � � � � r � Z - �--� /�� " , _ .___ _ _ _ -_ _ _ __ _ _ ___ _ . �� _�'.-c.� .- � _ � � � �� -- 2� � � � , . ___ __ __ ; : ; ----- -__ � -- _ -- . ; , City of Orono ,-��oHo.; Hardcover CalculatiQn Worksheet ` ,� Property Address: �-�U;� l:L'�'�1. �`��i�:,'l:"� '�'k��„yFtv� Pre ared b : �/ y Date: -� -__ _ p Y ��,�c�-( i.� ,�z-1:; :��4 2t�Z�t o `�- �-�3 Stormwater Quality Overlay District Tier: (Circ{e one) ller 1 ier 2 Tier 3 T1er 4 ller 5 � Step 2: PR�IPOSED HARDCOVER In the fdlowing table, identify all items of proposed hardcover on the property, keyed by letter to iCer�ificate of Survey(survey must accompany this form). Include all existing hardcover items that are � intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as i necessary to accurately depict proposed hardcover s#atus of the property. �or Tier 1 properties, identify any features by letter whicfi are split atthe 75'setback line and cslculate hardcover square footage aratel for each orfion. Key to Hardcover Item (Describe) Length x Width � S��uare Feet Surve Exam le {Gara e 24'x 30' 720 S_F. A tr��g'�N.Cr�► �.-. ;�*+�:1. P�t�1 - 2Z5 S.F. g �„ � +�:� �:a�� A.��.�� 2�b S.F. C F�d: '�~��RG�L �i5 S.F. D d�T" S 1'�- �r� S � � 3 S-F- � -:..w- 1(p� ,Q, 28$s.F. � O �titr�.`.� -f '2�oro7s.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F, P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover p�',a S.F. Excludable Hardcaver See City Code Sec 78•9�84 : Dti l:X\ i l�ni.L� 'C�� i�;l� oR�`1� �2} S.F. L bT' `�{7 �[`iT.(='�C., d� {:+�.�(`0J`7 Q`�...Y:.. �� .S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 2 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 '1 3�j S.F. 4 Total Lot Area 2 c�(e� S.F. Propased Hardcover Perce�age [(3}+(4�] '�,�,�°/, RECEI�iED lanuary B,ZOi3 Ci,,i ` �` c ',j^�J CITY OF ORONO . City of Orono : �o,�o,, Hardcover Calcula�ion Worksheet � ,`� ,�! Property Address: - � �_ : ; �--- � � y��5 �. �-m �'c' ��.�: \'�k�3H4.R`�` Prepared by: ''��.,�, -_. , �� Date: .M �1�i �';`� i,= t:,.n.'a,;.. .�'� �-G' ,Ya.t%��'� y � r1'`�,^': 'Z'J Stormwater Quality Overlay District Tier: (Circle one) Tler 1 er 2 l'fer 3 Tier 4 ller 5 Step 1: EJaS'T1NG HARDCOVER fn the following table ideniify all ibems af exis�ng hardcover on the property, keyed by letter to Cert�flcate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the propaty. For Tier 1 properties, identify any features by letter which are split at the 75'setback I�ne and calculafe hardcwer square foatage separatety for each portion. Key to Hardcover Item (Describe) Length x Width TO�� Surve S uare Feet Exam 1e Gara 24'x 30' 720 S.F. A C �STl riC��,�t=l.. oR�v� � Z`;S.F. B S.F. C S.F. D S.F. E S.F. F S.F. ; G S.F. � H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. I V S.F. i W S.F. X S_F. Y S.F. Z S.F. � .��,�Total.Existin�Hardcover_------_____._.__._,..,..__.__._..____..__.._._--___..__,___�__�,._..___.�. 22. S.F. i E�ccludabte Hardeover ee Ci Code Sec 78-1684 : - S.F. I S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. � 3 Net Existin Hardcover Subtract line 2 from line 1 42h S.F. i �4ZTotal LotArea ;:.o r�b�S.F. I Existing Hardcover Percen#age [(3)�(4)] � % (Proposed Hardcover next page) RECEIVED Jan uary 8,70i3 ' OGI u i ��13 CITY OF ORONO � City of Orono �oNo Hardcover Calculation Worksheet �, ,, Property Address: �� 5-- ��` 5�.�� O R�� sf � c ��KFSHOQ'E Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all 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. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each ortion. Key to Hardcover Item(Describe) Length x Width TO�� Surve S uare Feet Exam Gara 24'x 0 S.F. A � U�'E, d .�R�.Ar E. � R t:.� �� f:� 2 S.F. B c 2 S i3 S.F. C � 2 T��N S.F. D -� - �,�� - -. F. S.F. E S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover S 3 S.F. Excludable Hardcover See Ci Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover =� S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 .�S 3 S.F. 4 Total Lot Area 2� ' (oS S.F. Proposed Hardcover Percentage [(3)=(4)] 2 � % Packet Last Updated: 04/19l2013 Page 15 of 23 Melanie Curtis From: Melanie Curtis Sent: Monday, September 23, 2013 2:04 PM To: 'Matt Fritz' Cc: 'khemp@cornerstoneccinc.com'; 'derek@safehavense.com' Subject: FW: 4055 Elm St - Permit#2013-00906 Matt We have reviewed your building permit. I think it may be beneficial for you and your builder to meet with us to discuss some concerns we have with the proposed plans. A few of our concerns are listed below. Are you available on Wednesday this week? Our schedule is pretly open all day. 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: mcurtis ci.orono.mn.us Website: www.ci.orono.mn.us From: Jesse Struve Sent: Monday, September 23, 2013 1:34 PM To: Melanie Curtis Cc: Christine Mattson; Lyle Oman; Mike Gaffron Subject: 4055 Elm St concerns Melanie, While the survey submitted for the new house at 4055 Elm Street does meet the code requirements, there are some concerns which could be brought to the attention of the homeowner including: • The steep driveway and no flat landing areas by the garage and toward the end of the driveway. o This will make it difficult to access the driveway in the winter and can pose issues with stopping prior to entering Elm Street in the winter. o May be difficult to stand on driveway outside of garage in winter. • The proposed turn around area is relatively steep too. o May want to consider additional grading to flatten this area out. • Just north of the house, the applicant could remove grade this area out differently which would result in a flatter area for the turnaround bay and could reduce the slope in the yard north of the proposed house. Again, while what is shown on the survey, it may be beneficial for the homeowner to understand this prior to construction so changes can be made now rather than after the home has been built. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax 1 i i � 1\.�"Iftl ('I i(1��- PI.F 1.ti(' RF �f)l'�RI I'1 ! t \ 1 .. _ ,:,. . ..... i:,. ...•ic. .•i �:I�� .�....._ .i:i.:�..�..,. :�. , r..:�,. i�_-cc. .. ,.....Lci:�. ,.,.:;.al:tit i•e . .i'1":-c�'�c�l, "li . , . ,1'C .l.�c'• , .. -.l I�: <.�. �A t'.. �.�\l lc`fc t(�t...'C :'i'... _ 1'1' . 'n.'f'l .'.t'L"9:""�;''S, �:c'i'�'.-..:i��•_ ti��Y .� ..I". :�,r: Q_... ', . .: .ii, ', i't!I . I(�`, i �i'�;i(ti! \�,i `,i `. ..:'t'1 t,,r ,,�� ^h:��r.i ;• ,.,;_ ❑ . . !�i \ ;(?`�. , :t'.\1', .I 11 . I t�, .:r, ., .r , , ...�,.. ..sr• •�r.� .ir�.•:i;:��.. II. ��. . ;c>i . !��: . �.,_:`;,_. . �.�( `,. . . 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I'....., ,..,.,,r .:.,:.J;:i.:i: .at..,:�;�. .�r :7: .;.,.1. . ;i�::�!�,., r, � � �;� . , . . �t , �,..�_ �i ' . :ctii r. rr,i�t:i.ti �,r•.��:i�-,.� -n��•'r ':,��c ' �� .. ' ' . Erosion Control Suaplemental Information Final Stabilization will be provided with (seed, sod, etc): ��(��j2..� S�� and 6 inches of topsoil will be added/replaced prior to final stabilization. Concrete Washout: Location of concrete washout �Not Applicable �Off site ❑ Indicated on site plans �Other(description): 5 E L f Cp1�!�'A��H�b n�( �c�Pt�IZ E c�r•�t�,�Y Vegetation: Protective fencing will be installed as necessary so as to exclude all fill and equipment from the drip line or critical root zone, whichever is greater,of all vegetation to be retained. � Yes �Not Applicable � Other(description): Inspections: An erosion control inspection plan is required for all projects disturbing '/4 acre or greater. The inspection requirements are as follows: 1) The individual identified as being responsible for implementing the erosion control plan must routinely inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. 2) All inspections and maintenance conducted during construction must be recorded in tivriting and these records must be retained with the erosion contro!plan and made available at the District's request within 24 hours. Records of each inspection and maintenance activity shall include: i. Date and time of inspections; ii. Name of person conducting inspections; iii. Findings of inspections, including recommendations for corrective actions; iv. Corrective actions taken(including dates, times and party completing maintenance activities);and v. Date and amount of all rainfall events greater than 0.5 inches in 24 hours. Provide the following information for the primary individual responsible for implementing the erosion control plan: Name �� cN(2�DE(Z Organization S O�.SD � ��"�1� �bN1 GS 5F' �{ F/V1D,D�Z J�/G Phone T�o3 ^7$�-3�3�1 Alternate Phone 7"�03 � 3�� ' 74'g�- Email ,�c�E� So�ic(, qi^o+��cs�nnw►tS • Co� I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the proposed activity will be conducted in compliance with this rule. 1 3 /3 nature o pplicant or Authorized Agent ate q-b.�5� ��M �Tt��T �Iz��y� � �� Project Address ��„ � � � � o- � ; �� a, � � - . � � '�.�,, ,��" , � � �' � �. , r�� . ��; � ,� R � � � � �� .,�� ;'� '�' ; ' � t , � z ,�' C� � � � *, � t . �:..� *� :s`"c � � � ? � « Q± ,� r Y;: f� f:� e `� 7 , � 4 4"f� �",t �� . .w > y+ 7 y�h . � ��. � �a� "�"nV�`y�l�'1YmY��d4M�C�"`� � �� I t M1 J �ST; . F � 5 F ! ,a t'�' � �,�. f �� { i . f ti;i �a� �,'r .1`- . !�M i�� : i ( +3i� a':��.. .��„ y �'�' ' � � '�M1� .� �� ro�. 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C r�ct ��e V ( rv` Lyle Oman From: Kelly Hemp [khemp@cornerstoneccinc.com] Sent: Tuesday, July 01, 2014 1:18 PM To: Lyle Oman Cc: Joe.Schreder; mattfritz21@hotmail.com Subject: FW: ESR Ward flex gas line Attachments: new doc 12.pdf; WardFlex Bonding.pdf Lyle, Hello. This email is in regards to the inspections performed @ 4055 Elm Street, concerning the Gas Line and request for bonding. Attached is the information from the manufacture on this product - Wardflex. We have now bonded the line in 2 locations, including @ the meter. The requirements from the manufacture stat that the bonding is to comply with NEC requirements. Section 250.104 B has been noted for this, stating that the bonding is to take place @ the closest location for potential energizing to the line, which is inside the home. In either case, both locations are bonded as requested at this time. Please reply to this email for confirmation, and a place this in your files for reference. Kelly R. Hemp President & Owner Solid Ground Homes & Remodeling Cell: 763.286.5072 Office: 763.754.3939 Fax: 763.754.1079 14220 Basalt Street NW, Ramsey MN 55303 Email: kelly�solid�roundhomes.com www.5olidGroundHomes.com 1 1 . _ � ♦ f. ... �. ... ►� � . .. �. ' ' ` _ l.:��. ' •i. a .. _ � \.�. � /. .�. .�. • . �.�v��.I .r. _.�� .��.. , � Y r ��. � . ., r . .. . ..r .. I, � � ' � f � . , , -. �, . ICC-ES PMG Listing ESR-1879 � Effective Date:January OJ, 2014 This listing is subject to re-examination in one year. www.icc-es-omp ora � (800)423-6587 � (562)699-0543 A Subsidiary of the lnfemationa/Code Counci : . DMSION:23 00 00—MECHANICAL oniy with the Wardflex CSST. The CSST is composed of Sectlon:231100—FacRity Fuel Plping cor�centric,annular rings of Type 304 stainless steel with a ` potyethylene (PE) aoating colored with the yellow used REPORT HOLDER: intemationally to indicate fuel gas. When tested in aocordanoe with ASTM E 84,the coating exhibits a flame- WARD MANUFACTURING LLC spread index of iess than 25 and a smoke-developed .�, 117 GULICK STREET index of less than 50. The A-style fitting captures three B�OSSBURG,PENNSYLVANIA 16912-0009 corrugations and compresses the tubing against a gasket. (570)638-2131 The M-style fitting captures one corrugation and www.wardflex.com compresses the tubing against a gasket andlor inner metal �� seat. The system is available in nominal diameters of 3/e �,� EVALUATION SUBJECT: inch, '/2 inch, 3/. inch, 1 inch, 1+ inches, 1'/, inches, 1'/z inches and 2 inches (10, 15. 20, 25, 28, 32, 38, and 50 •'' WARDFLEX FLEXIBLE FUEL GAS PIPING SYSTEM mm). Wardflex tubing is identified as part numbers 10A 4 (EHD 15), 15A(EHD 19), 20A(END 25), 25A (EHD 30), �y 1.0 EVALUATION SCOPE 28A (EHD 35), 32A (EHD 3�, 38A (EHD 48) and 50A •, Compliance with the tollowing codes: (EHD 62), corresponding fo the sizes in millimeters, artd the fittings are marked identically except that they have an � ■ 2012 and 20091nfemational Fuel Gas Code�(IFGC) A or an M sutfix. The system capacity is based on the y ■ 2012 and 2009 Intema6ona/Mechanical Code�(IMC) EHD number selected in acoordance with the installation � instructions. ■ 2012 and 20091ntema6ona!Residential Code�(IRC) Componerrts indude mechanical fittings, disVibution ■ 2012 and 2009 Uniform Mechanicaf Code�(UMC)• manifolds, shut-off valves, termination otttlet devices, ' ■ 2012 and 2009 Uniform Plumbing Code�(UPC)' pressure regulators and protedion devices. :� . •Unilom► Mechanica! Code and Unitam Plumbing Cods ars 4.0 INSTALLATION y copyrfghted publications o�the fnfema0'onaf Associadon of tl�e Installation must be in accordance with the Wardflex Plumbing and MechenicalOfBcials , Design and I�sL�ation G�ide; and IFGC Chapter 4, IRC , Compliance with the tollowing standards: Chapter 24, IAPMO UMC Chapter 13 and lAPMO UPC ■ ANS{ LC-1/CSA 6.26-2005, Fuel Gas Piping Systems Chapter 12, as applicable. The system's installation ' Using Corrugated Stainless Steel Tubing(CSST) consists of individual CSST distribution lines installed ■ ASTM E84-2013a, Standard Test Method for Surface �hin a building, between the fuel gas source, the }� bumirnJ characteristics for Building Materials manifold and the termination outlet fitting or the appliance. .; Each appliance must be equipped with an accessible shut- a 2.0 USES off valve located in the same room and within 6 feet � The Wardflex gas pipi�g system is a flexible tuel-gas �1828•8 mm) of the appliance upstream of the union. p g y y g p p gas. The CSST, not in contact with the ground but exposed to the ,' ipin s stem for conve in natural or ro ane system is intended for installa6on with fuel gas pressures °�O°�� must be installed in aocorda�ce with IFGC � not exoeeding 5 psi (34 kPa), irt a manifold-type Section 404.7, IRC Sec�ion G2415.7, IAPMO UMC arrangement and is pertnitted for installation in plenums. Section 1312.2,or IAPMO UPC Chapter 12,as applicable. , The system is limited to indoor locations and to exterior Distribution lines must be protected from physical damage at points of support and when passing through sVuctural locations as permitted in IFGC Chapter 4, IMC Sedion m��, such as studs, joists, and plates, by the 602.2.1, IRC Chapter 24, IAPMO UMC Sections 602.2 installation of approved, pre-manufadured, mechanical � and 1312 and IAPMO UPC Chapter 12. The system '; conforms to ANSI LC 1, devfces, such as striker plates or aversized strip-wound � metal conduit. The CSST must be sized in acxordance r� 3.0 DE3CRIPTION with capacity tables in the manufacturers published `i`� The system con�sts of corrugated stainless steel tubing �n�allation instn�ctions. a; (CSS17, A- and M-style fittings, a 20M right-angle valve The system must be used for low-pressure (below '/z psi ;'� and mechanical all-metal compone�s designed for use (3.4 kPa)] and medium-pressure (2 psi (13.8 kPa)j .. •l� �, la�hngs are no!lo be consrnud ar rcprtsenttrg QeMhetica w mry dher attribwlert not spec ca!1,�addreueQ nw an � •J fI1Cy 10 bt COKVfLtd 4t W7 � end�x.+rmenr oJrhe.rrb�ccr ojthe lc�rrng or a ncommendatton jor us use.There�a no warrmlry by I(aC Eval�mon Sarvra.llC.aprc.0 or Impkec�ar tn � t ,I-►,'F.Y l �# mry f++ding or whcr ma�tcr Lr�h�s![uin�or aalo arry producy rnveraf bylhe/isdng. �� '� /� h�.�Y�'I+II �•s:= .�� NO�II�I��Z��4 O�wR' �y Pape l of 2 . � Scanned by CamScanner _""'. .'".' '� • e. _.�.._.1- M=..�,v.t.. ' .i.�:.w�l�,.�� , . . , .�a .:_.i��e� �f.X.� �r ..}a.f/v��d:�a r..a�ir�e� +�1�� M re. ESR-1879 I Mosf Widely Accepted and Trusted Paga 2 oi 2 equipmer►t applications. Low-pressure appliptions with 5.7 The Wardflex tlexible fuel gas piping system is system suppiy pressu�es below 'I2 psi (3.4 kPa) do not manufadured in lawrence Township, Pennsylvania, require a line regulator. System supply pressures under a quality c�ntrol program with inspections by exceeding 'Iz psi (3.4 kPa) but less than 2 psi (13.8 kPa) CSA International(AA-659). must utilize a line reguiator to timit downstream appliance g.0 IDENT{FlCATION utilization pressure to !2 psi (3.4 kPa). System supply pressures that exceed 2 psi but that do not exoeed 5 psi 6.1 Tubing: (34 kPa) must utilize a line regulator to limit dovmstream appliance utilization pressure to '12 psi (3.4 kPa), and an Each 2 feet(610 mm)of tube must bear the followings: additional over-pressure protecGon device must be installed • Wardflex name,trademark or symbol between the line regutator and the appliance to limit . Part number pressure to 2 psi (13.8 kPa). Medium-pressure equipment Date code as described in ANSI LGIICSA 6.26 applications with supply pressures of 2 psi (13.8 kPa) and • greater must utilize a line regulator to limit downstream . Rated pressure of 5 psi(34 kPa); appliance utilization pressure to 2 psi(13.8 kPa). . The Equivalent Hydraulic Diameter(EHD); Supply pressures exceeding 2 psi (13.8 kPa) must be The words'FUEL GAS'; provided with downstream appliance controls rated for the ' supply pressure, or protec6on by some other means • Name or symbd of the testing agency (CSA acceptable to the code official. Intemational), 5.0 CONDITIONS OF USE • The evaluation report number(ESR-1879)or ICC- The Wardflex Flexible Fuel Gas Piping System described ES PMG mark of conformity. in this report complies with, or is a suitable attemative to g,2 Componerns: what is specified in, those codes listed in Section 1.0 of Manifolds and striker plates must bear the followings: this report,subject to the tollowing conditions: 5.1 Installation must compry with this repoR the • Manufadurer's name,trademark or symbol manufadurer's published installation instructions and . Pa�t number the applicable code. If there is a conflict between the . Date code as desaibed in ANSI LC-1/CSA 6.26 installation insin�ctions and this report, this repoR Name or symbol of the testing agency (CSA '9��• • Intematlonal) ��„�� ' S.2 Installation must be Perfortned bY Wa� The evaluation report number(ESR-1879)or ICG \n Ma�ufacturing t�ained and certified installers using the � ES PMG mark of confortnity. ,r,�j manufacturer's put�tished instaltation instrudions. g �em must bear the followings: C .L 0� 5.3 The product must be limited to use with natural or ��9�a piping y propane gas at operating pressures not exceeding 5 . Manufadurer's name,trademark or symbol psi (34 kPa). Pressure regulators are required when . Fi�;ng size code fuel supply pressures exceed'12 psi(3.4 kPa). Date code as described in ANSI LGIICSA 6.26 5.4 The system shall be pressure-tested after installatlon � Na� � S�� af the testing agency (CSA in acoordance with the applicable code. Intemationat) 5.5 M accessible shut-off valve must be located upstream irom the union,in the same room and within . ES P��of�fo��(ESR-1879)or ICC- 6 feet(1828.8 mm)of the applianoe it serves. 5.6 Fittings listed for use in corxealed spaces are • Fitting part number shall be marked on the fltting permitted for use in plenum applications. carton � �v 0 � �� 1�� FlGURE 1—WARDFLEX LOGO Scanned by CamScanner :...�.: ._..... ..� - - - .., � . . .. ........ _. .. - — — — -- - . �. Wara I�L,.mradur;og � � � 117 Gulick S4 �. Blossbucg.PA 169t2 � • TeL•(570)638-2131 count the steps you F�vw wardfler coroo save with WARDFLEX. Technical Bulletin: #16 Electrical Bonding and Grounding In accordance with NFPA 70 National Elcctrical Codc(NEC),proper bonding and gnounding of gas-piping systems in a structurc and the structwe's elcctrical system is required by a qualificd electrician. The requirement providcs un effectivic eloctricatly conlinuvus path in an cfCort to conduct stray voltage%ument snfely to ground. "Thc NEC also states that it is good practice to bond all metallic systetns und objects. In accordance with thesc requirements,WARDFLEX�'requires the gas-piping system to be bondod to the elech-ical earth grounding�ystcm of the swcture thmugh the use of a bonding clamp and wire. • The bonding point must be in as close proximity to thc cicetrical panel as practical;close pt+oximity of the bonding point to the gas meter is also desirable. • The wire gauge for this bond must bc sizcd,at a minimum,for the full amperage available through the cicctric scrvicc. • Further minimiZing imEwd�nce over the txmding assembly is desirnble. The NEC should be referred to for additional requirements nnd specific techniques for bonding�u►d�-ounding. Por attachment to thc WARDFLFJC'D gas piping system,txmding clamps must bc 60NDING W�R � attached to the WARDFI,E?C°D brass fitting,to � a steel manifold,or to a rigid pipe component c:onnuctcxl to a WARDFLEX'1°fitting. The � corrugated stainless stecl poriion of thc gas r, piping system shull not bc used as the bonding N_ . 8It8C�lII1CIlt pOint uRdef Blly CIICU1i1St971C8. WARDFtEX TU61NG The WARDFLF_X�flexible gas piping or � other gas system components shall not be uscxl as a grounding elech-ode or as the grounding path for appliances or electrical systems. doNoiNc e�nMP {ON fITTING,NOT TU61NG) Bonding and grounding requirements are nlso CSST FITTING contained in NFPA 54 National Fuel Gas Code. NFPA 54 specifically requires: "...each above ground por[io�t oJa gas piprng system which is li�fely 10 become eitergized shall be electrically continuous and boitded to o designed,permanent,low impedance e,(fective ground jault current path." Proper grounding and bonding may rrduce the risl:of damage and fire from a lightning strike. Lightning is a hi�hly destructive force. Even a nearby lightning strike that docs not stril:e a structure directly can cause systems in the structure to bacome energized. If the systems t�re not properly bonded,the difference in potential between the systems may cause the charge to arc to another system. Arcing can cause d�age to CSS'f. }ionding and gmunding as set forth aixrve should rexiucc the risl:of arcing and related damage. Dcpending upon conditions specific to thc location of the structure in which the WARDFLEX�system is being installed,includin�but not limited to whethet or not lhe area is prone to lighh�ing,the�w��of thc structure should consider whether or not u ligh�ing protection system is necessary or uppropriate. Lightning protection systems are beyond the scope of lhis bulletin,but are covered by I•IFpA 780 tvhich is the Standard for the Installation of Lightning Protection Systems,and other standards. Released On: 11/1/06 Scanned by CamScanner a� _I �.,�}� ,. lllfi'?Rrl�f'Y' y", Ward[�fanufaduring f � 117 Gulick SL f3lossburg,PA 16912 .v,,..�.::':•:_.li::�i:t'M TeI:(570)638-2131 Far:(570)638-3410 cou�t the steps you ..�.r.w�x.� save with WARDFLEX. Technical Bulletin:#WF2008-1 WARDFLEX�CSST Electrical Bonding This technical bulletin supersedes all prior documenu relating to thc electrical bonding of WARDFLEX�CSST gas piping system and dcfines the mandatory manufacture's requircments for diiect bonding. Direct bonding is required for all natural and LP gas piping systems incorporating WARDFLEX� CSST�vhether or not the piping system is connextod to an elcctrically powcred gas appliance. Dircct ! bonding is included as part of thc manufucturc's requiremcnts for both single family and multi-family ; , buildings. A person l:nowledgeable about electrical system design,local electrical code,and these ; requirements should spvcify the bonding for commercial applications. � WARDFLEX� CSST installed insidc or attachc� to thc exterior of a building or structure shall be electrically continuous and dicectly bondod, by a qualilied person, to the ground system of the i building. The gas piping is considered to be directly bonded when installed in accordance with the , following instructions: � . A bonding jumper is pecmanondy and directly connected to the electrical service grounding � system. This can be achieved through a connection to the electrical service equipment , enclosure,the grounded conductor at the electrical service,the grounding electrnde conductor (whene of su�cient size)or to the one or more grounding electrodes used. • A single bond connection is made to the building gas piping downstream of the atility meter I or sccond stagc rcgulator(LP systcros),but ncar thc gas scrvicc cntrancc(cithcr outdoors or , indoors) of the swcture, or downstream of the gas meter of each individual housing unit �rithin a multi-famity structure. A "daisy chain"configuration of the bonding conductor is permitted for multi-meter installations. A bonding connection shall not be made to the anderground,natural Sas utility service line or the underground supply line from a LP storage tanl:. • The bonding conductor is not smaller than a #6 AWG copper wire or equivalent. The I bonding conductor is installed and protected in acoordamce with thc NEC. . The bonding oonductor is attached in an approved manner in accordance with NEC and the point of attachment for the bonding conductor is accessible. • Bonding/grounding clamp used is listed to UL 467 or other accepcable national standards. • T'he bonding clamp is attached at one point within the piping system to a segment of rigid pipc or a pipe component such as a nipple, fitring or manifold providod it is manufactured with an appropriate and Code listed material. The bonding clamp must bc attached such that metal to metal contact is achieved with thc stecl pipc component. Removc any paint or appiied coating on thc pipe surface beneath the clamp. See Figures 1 and 2 for guidance. The corrugated stainless steel tubing portion of the gas piping system shall not be used as the point of aitacliment of the bonding clamp at any location along its length. Released On: 9/ 3/2008 I Scanned by CamScanner -"-- ...� '- • . , . a �� ^dwr+.-' +i.n ♦ . l� .l.Jl ' ' ' :t':_ "SR3.. '1'L'. ._.-4i .. lL . '� •i.: �r --.. r _, Bonding Wir+e �onding Wu�c � Bonding Clamp � .:� nding Clamp � WARDFLEX 5��P�P� Meter Stub Out Segment Figtue 1: Figut+e 2: Bonding Clamp on Steel Bonding Clamp on WARDFLFJt� Pipe Segment Metcr Stub Out t Proper gmunding and bonding may reduce the risk of damage and fine from a lightning strike. Lightning is a highly destructive for+ce. Even a nearhy lightning stril:e that dces not stril:e a structure directly can cause metallic systems in the structure to become energiaed. If these types of systems are not properly bonded,the difference in potential between the systems may cause thc charge to arc from one system to another system. Ar�cing can cause damage to CSST. Bonding and grounding as set forth above should reduce the risk of arcing and related damage. Depending upon conditions specific to the location of the stlucqu+e in which the WARDFLEX� system is being installed,including but not limited W whdher or not the ar�ea is prone to lightning,the owner of the structur�e should consider whether or not a lighMing protection system is necessary or appropriate. Lightning protection systems are beyond the scope of this bulletin,but are covered by NFPA'180,which is the Standard for the Installation of Lightning Protection Systems,and other standards. Scanned by CamScanner i .eleased On: 9/23/2008 , • Melanie Curtis From: Melanie Curtis Sent: Tuesday, October 15, 2013 8:46 AM To: 'Joe Schreder' Subject: RE: Fritz Site/Permit Thanks. I will put this information with the permit file and you may proceed. Melanie Curtis � 952.249.4627 � mcurtisC�ci.orono.mn.us From: Joe Schreder [mailto:Joe@cornerstoneccinc.com] Sent: Monday, October 14, 2013 3:00 PM To: Melanie Curtis; Jesse Struve Cc: Matt Fritz (mattfritz2l@hotmail.com); Kelly Hemp Subject: Fritr Site/Permit Melanie, Attached is a follow up to the site/permit meeting at your office on 9-23-13 and the site review on 10-11-13. Please review the attached 3 pages and send back supporting documentation to lift the hold on inspections as stated on the permit. Thank you, l�oc Se��rcdo� Project Manager Solid Ground Homes & Remodelinq 14220 Basalt St. NW Suite 200 Ramsey, MN 55303 Cel I: 763-381-7482 Office: 763.754.3939 Fax: 763.754.1079 � . . � � y �8� - www.solid_qroundhomes,com i -- �; �� QMES&REM�DELING �1 ..f�':�I�C;!'liE,� C1r! Pf ��IIUf1�! 1�'UL-r�Cfi�IIUP. , Uctober l�`e ZU13 Re�arding: Matt& Kristine Nritz 4U55 Etm Strect Urono,NN 55356 n�,v hume�ite.tluring the permittin� process The city expressed concerns reQardio�the site plan.Joe Sehreder(Solidground)and 1�fatt Fritz met wi�k� ihe city on 9-23-13 at Ihe citr aFfi�and decided ta meet on site and walk the lot aPber trees sod stumps werc remo�•cd. Foflow up from onsitc rcvicw{10.11-13)of gradinb and drive►+�a►•desiga. Present: Mxlt Fritr{[�rti ner) Kclh�Hccup(5olid ground) Joe Schreder(soiid �round) Keti�n Bursch (Excavatar) Rand�Kurth(surveyor) 4bscrvafioas: • The Trees and stumps were cleared and rema�ed. • T6e existing metel cul�•ert in place. � "1'he urw culrcrt and ditch infill haR not startcd. + Hou�stxked uui. • Silt fence in place. On Site DiAcusseans: • Tnes to ss+►�e. • Passibilit��of Retaining walls,size and location. • Function of driveway,tuming lcft and right,afi iea�ing. • Made reference to the finishe�l Iloc�r height at front corner of gara�e relative to existing grs�de. o Ciradc of dri�cway,in front of garagc. main drive way and appr�uch �e�ea uff road. 5ammary: • The House and �araac flflor cicvatiaa tn remain a,q�t$tetl (972.3)oa the certi�c�te of�urvey dated $-9-ZO1Z (rer•ised 7-1f�13)aud appraved b�City of Urono 9-13-13. • Thc drivrway to rcmain as stated an thc�ccrtificate ntqun�ey dalecl 5-9-2012(reYised 7-16-13)and appro��ed by City of Orono 9-13-13. 1�220 T�as�lT. Sr. N�V, SiiiTe �'2(l�, Rams�y, i��TN ;�,�3C}3 �ffire t7�3) 75�-3939 ��v�.�U11CIC�.tF'UUi1C,�HC?l11CS.CUI11 ��1V �3uilders Li�ense �fBC�2�l:�y , _ ................._.............._....._,....---....------..._..........._. _ _......_..............................---....---....._ _. ..._.... . 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SAN. 1!N SNOWN �5flo� ZONE L t� oHw 0.Ev�T14w, ■�"��-�_�� FLFV. a �j?,3! !CITY D.�t7fiu; RE1�15ED OCT. 2. 2012 6C ffi.AZ!('J"�ItR�� 70POGRRPNr VFr7iFfFD ON S7TF ��t LT �'ENCE-w00D YlATTLE5- CULYER i i �� ,�� , DlSTANCe TO OHW WAS SCAZ£L' +�EY75F� OCT. 3� 2A1? Nd►w _ pppp��,EyA'�,y FROJf SA�LL7TE I,VAGBRY ;zz Sw�;.F �LONG �ST) _� .pRppp�p�� P?�Of'OSE9 GRADFS � � —a— � PROPOBED MEAYY OLTY 3!I,T FENCE , �,w,,�auy. 9�Y•3 �� = PR0�0.SE6 �OOD F13ER wATTLC ■ NARD COYi3L IDENIIf'iER �OR YORK SMELT ; TQP FGWGATIOM+'elu j If ` E T . e+.sCwar s�w�- �.a � I -_ 7 , REv;SED ,nLY :b, ao�3 � � � ti } , , � Sh�Y 67at-�rndee-poeitla�l / � � o �, RCYISED SEP:. }G. 2013 � � � � , � �bi1'd COvur no's.} ♦ r„ � � �ev�sEa ocr. 14, 2als � �� ~f = \ . 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Hvr.Tapin Counsy. lunnesota. .n,-�+r+�e�+.�.�,n+es�.�.r�s� ro-i+-oaa .�.�r�a� :... ............--......._.. ................,.. ,_............._....._ _ _....._................,,..........--•........._..... .. cr1-� oF aRorro * 2 � 1 3 - 0 � 9 � � * 2�50 itFLLFY P.aRKWAY �wTE ISSUED: a4r�a�zn�� ORO°�i0,;VII\ �5356- (952) 249-46Q0 TAk: (4�2)249-d616 ADDRESS : 4U55 ELM ST PIl1 : (h5-f I 7-2.;-4 I-0106 � LEGAL DESC : 4iiNTtiF.TC}\TF:A SUNRvSTT T'ARK � O : LOT OOa BLC?CK at}9 �� _ � PERM]T'i'YPE : NEV�i STR[:�CT'JRE � PRC)AF,RTY 7"Y�'E : KESIDENTIAL � CO:tiSTRL'CTI{}N TYPF, : SiNCLF�'AMIi_Y" ACTIVITY : 3Q1-ST'VC;I.F,FAMII.Y H4LISFS,DF.TACi�EU V°ALC1ATtU:� : S 5?Q,U04.DU T�Q7'E: SEPARr1TE PERMITS REQL'fREI3:PLL'A4BPVG. ME�HA.\IC.AL_fillLEl'LA(:E, S3�_«F'R('C)NN�'(T[(7N, �;AWti [RRIC;AI'[()Tti, 1ti-ELL(S�T'A'IE).EI.ECCRtC.41 (tiTATl;1 �ic)'I'ti_ PR1()R'FC.)THT START C7F FR4MIT�G A'J t45-8�11LT'FQLRVDATIO?ti St'Rb'EY MEJST$�S�`$M17TED A�iD r1,PPRQVED BY CIT'Y c)R A STl7P WORE:ORL7ER Vv;L.L BL• 13SUED. Iti1TG1L. ?�fJT£: .A.�,'1PP3t0��ED,tS BL'ILT S�R��EY IS R.EQUIRED PRIOlt TO CERTtFiCA7e OF OCCLPA,'�'CY ISS[:A.�CE t�i7T[AL; NOCE. SE AV�'r�IRE.ITtii THE EVE\'T Vr'EATKER OR OTHEft CO�tT'[ONS PRE4'E:ti"T'11iE C:UMI'L'r"I'ION iiF AN AS-13i11L'1'SUfiVEY A1 �CHE CIMt: 1711'-(:I�:it I'!I'li.'A'f'F.()i'()C:C'61PAV(:Y 1`RE;C�it1?5'rT'.n, A TT:h7PC7RARY CERT7FICATE�F OCCUP+��tCY Mq1'BE ISStfED I 1PC}�I R�C'�•iF'T t]F A $1(1,Ob0 ESCROW TQ EVSURE COMPLETIQN QF'F'HE AS-$UTLT SURVEY FIND ALL Sl�TE T�IPROV£ME�1TS. 1\I'�:lL tiG�. KU[�S�'EC`:iNl1�W1Li F3E GTihIti1EI7 L,ti11L U1�E UF I�}{E FU1.L.t]wLrG: lj LE'1�fEt{FEtC?h�!F5UILUF:f2�t FEt}.ML•'UIi�N�:lt AC'Kht?14'I_F:'llEil'Vi�Si"!k t'1..4h{`()'.Vi•:RhiS['Rt)M 923r1'aa M{lii:'i'T�+.'C�l+'T7"ll t'1T5r' S'1:4I'F Ui� �j RE:V(5t'1)PIAMf�3�[?F�\df?'T'i_*f?AhIT? 4FFR�VfTS RY C'TTl' [�TTi'IAI. ?��t`E ; �c�s-��4'r �w�v c��.�cs-b r�4 4 4� k�t.r��v�2f' Ca1tC u�'z�n.5 �� 5 t�rv�eYo�' ,� �` c.b. _ ..�.,:r.�..� � � APPLICA.NT pER�ti1IT FEE SCHEDULE 3.55b.75 SnLii�GROU'yD H�MES& k��9�DEl.TVG STAY�S[;RCHARCF.(VAT.i.;ATiC�Iv} 2b0.Ob 14?20�3A5 AL'I'Sl7ttk..�Z'?r;W RAMSFY, 'Vf'` SSiD"r SA,C. 3.�3i.U[I {763)?86-?U''? TOTAL 6?51.?5 �linnesax� State Lice�se��SC�24�7w t�wr;ER r�z�•f�z. nv�'r: 9Y?5 LOUISIANA AVE:ti BROflKLYIY PARK. �.�fi S:is»3- ACREEhTEIv'T AI�'D SWORI�STATEMENT 7i::wora[ar wl�ic]i thu pemvt iy isiue4 shali br pe[t'orn�e+u usweJin<_:t� thc approvod plans and�pccif5catians.appl.eable Ciry apprarats.and chc S[atc Ruildi„g Code ?tiis pern�it is fur unly the wark descrihcC and dc+r� no[gran:permission f�:iddivonal or mstcd wo:k wh:ch rtquers�cpa:acc perm�ts. .�II pcav,sios�s c�iaws:uid vrdiniu�ecs grn+tsning th�s nlre�fv.�t�i: shsll bc sompicd vn:h whcthe:ar no:apeeificd here�n.l7�u perm�z will txpirG nnd hocarne null stnd vnid iFccrostruct:[m authnrim.'ix nrn commmecd�nthtn f8ti dsys of th.^ds�c of�ssua�c�.a:it vos�wwcuun es suqFrcnderl kx a period nf I R�da�^s a±am•tnne 3fter wnr'.:hat tDmmenCed. I'hc apol�eant is respons�blc fbr assunng,etl requirrd mspr.twns arc rcqucacod m.:oa�formancc w�th[he 5w�Buildi�fg Cod�.'['hia ptrmit atay bt � rcveked g�.uiv timc fei due eausc � � j ' � - �� f � Appli��n:Prm��t.-r S:�ertu�urr U�� [ss • B�� gnnEurr Da.^ SEP.IR.A';`E P�Rh41TS REQUIRED FOR VvUfLI�O'E'i-+.�R"I:�I.AN llL.S�Kif3l�U.4Ei0\rE. ' . : • . M • emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File � ' \�� J Date: October 27, 2014 G/L: 101-22205 Re: Escrow Refund Building Permit #2013-00906 pertaining to 4055 Elm Street is complete. The applicant has requested his $2,500 escrow be applied to his outstanding charges, see attached. The following is attached: • Email to Matt Fritz regarding outstanding charges • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Matt Fritz 4055 Elm Street Long Lake, MN 55356 w:\street files\elm street�4055\escrow refund memo 2013-00906.docx Christine Mattson From: Christine Mattson Sent: Wednesday, October 15, 2014 9:21 AM To: 'Matt' Cc: Melanie Curtis; Peter Zimmerman; Ron Olson Subject: RE: 4055 Elm Street M att, Per our telephone conservation yesterday,we have reduced the total amount due by$264.00 for the rip rap charge. Your final amount due is$2,803.41. As stated previously if the amount due (now$2,803.41) is not paid before November 20th, that amount plus interest and penalties will be assessed to your property taxes. If you have any questions, please don't hesitate to contact us. Christine^' Date Invoice Number 1/15/2014 2014-0005 $ 3,500.00 9/11/2014 2014-0185 1,782.91 Total $ 5,282.91 Plus: Unbilled work-in-progress from consulting engineers 284.50 Less: Escrow (2,500.00) Rip Rap (264.00) TOTAL DUE $ 2,803.41 From: Matt [mailto:mattfritz2l@hotmail.com] Sent: Monday, October 13, 2014 6:45 PM To: Christine Mattson Cc: Melanie Curtis; Peter Zimmerman; Ron Olson Subject: Re: 4055 Elm Street Thanks for the additional charges. What did the engineers do that provided value? Do you have an answer to my question I called about last week? Matt Fritz Exec Consulting Inc 612.802.6053 Sent from my iPhone On Oct 13, 2014, at 12:08 PM, "Christine Mattson" <CMattson�ci.orono.mn.us>wrote: 1 M att, In addition to the invoice previously sent in the amount of$5,282.91,there is an additional$284.50 charge for consulting engineering charges. As the letter previously sent by the Finance Department states, if the outstanding amount (which is now$3,067.41) is not paid before November 20`h, that amount plus interest and penalties will be assessed to your property taxes. Please see below. If you have any questions, please don't hesitate to contact us. Date Invoice Number 1/15/2014 2014-0005 $ 3,500.00 9/11/2014 2014-0185 1,782.91 Total $ 5,282.91 Plus: Unbilled work-in-progress from consulting engineers 284.50 Less: Escrow (2,500.00) TOTAL DUE $ 3,067.41 Christine Mattson Planning Assistant City of Orono 2750 Kelley 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 Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Tuesday, November 11, 2014 z BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2013-00906 Land Use Application#12-3572 AGREEMENT made this �1�` day of ew�lo , 20 13, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") Matthew ritr ("Owners"). Recitals 1. A building permit application has been filed for a new principal structure located at 4055 Elm Street the("Subject Propert�'), legally described as Lots 7, 8 and 9, Block 9, Minnetonka Summit Park, 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 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 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 land use application #12�572 and building permit #2013-00906 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 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 the Owners when the review has been completed and written notification is received ftom the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible 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. CITY: ITY F ORONO OWNER: By: � its:_��l � � ��>> � � APPLICATION ESCR�W AGREEMENT Zoning Application #_� - 5-� 7� f /' � AGREEMENT made this�_day of � 20�, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") an __ ��9..:,� '�, �� [a corporation—optionalJ ("Owner"). Recitals 1. Owner has filed Zoning Applic��;t�,iq�n #�_ - .5�� formally requesting the City to review plans for �� I�i'��-�� # �� -� �a:wrlc.,�� located at '�r„�a _?,�, j1—� the "Subject Property") as more fully shown and described on Exhibit"A" attached hereto. 2. Owner requests the City to re iew said plans which requires City approval including_� �' ,:!�1.. �,r , ,j. - �---C'�'�-Vlit,i�� .: v�+�at'_�= t 3. The City is willing to 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 UNDS. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $ �� 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 guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, or legal consultant review) or will incur in meeting with the Owner, reviewin the plans, and preparing agenda packet material for City Council review of application#�_ - 3 7 7� . Eligible expenses shall be consistent with expenses the Owner would be responsible for under a zoning and subdivision application. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owner. Owner shall be responsible for payment to the City within 30 days of the Owner's receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owner does not make payment to the City within the timeframe outlined in #3 above, the City may draw from the escrow account without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall notify the Owner of such draw and the nature of the expense for which the reimbursement is being made. If the Escrow amount falls below 75% of the original escrow amount the Owner shall deposit additional sums as directed by the City, or the City shall discontinue all review. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owner when the review has been completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owner, or if the eligible 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. CITY OF ORONO OWNER BY��ut�d- �G.'�e: By:��'�/�6�`Y�-�% Its: � �-�l�/ Its: !'�v4��:c.�i�2ti Variance Application Updated: January 31,2012 - 11 - � CITY OF ORONO * 2 PJ 1 2 - 0 PJ 8 2 3 * 27�0 KELLEY PARKWAY DATE ISSUED: 08/2U2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4055 ELM ST PIN : 06-117-23-41-0106 LEGAL DESC : MINNETONKA SUMMIT PARK : LOT 000 BLOCK 009 PERMIT TYPE : ESCROW FEE-APPL[CANT PROPERTY TYPE : RESIDENTIAL COIVSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: ESCROW FOR FILE#12-3572 ON A LOT AREA 8:.LOT WIDTH VAI2IANCE-PD CK#1019-BY: MA"I7 FRITZ APPLICANT ESCROW FEE-APPLICANT 2,500.00 FRITZ,MATT TOTAL 2,500.00 9125 LOUISIANA AVE N BROOKLYN PARK, MN ��443- OWNER FRITZ, MATT 9125 LOU[S1ANA AVE N BROOKLYN PARK,MN 55443- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specitications,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 worh which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commeneed within ]80 davs of the date of issuancc,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring alI required inspections are reyuested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / / / Applicant Permitee Signature Date ]ssued B��S�gnature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. J I . APPLICATION ESCR W AGREEMENT Zoning Application#� - 5�7�. AGREEMENT made this�day of � � , 20�, by a� between the CITY OF ORONO, a Minnesota municipal corporation ("City") an W��O�e,c..� �. � [a corporation—optionaQ ("Owner"). Recitals 1. Owner has filed Zoning Applic i n#�_ - S�_� formally requesting the City to review plans for « ^ i �, # �� g;wl�� located at ��J�� _?,wi. �'�f—� the `Subject Property") as more fully shown and described on Exhibit"A" attached hereto. 2. Owner requests the City to reyiew said plans which requires City approval including _� C_0•�-vl�,�'�S� �'�- a�--� c�+�, �?� ��-�.�,�. 3. The City is willing to 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 NDS. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $ �� 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 guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, or legal consultant review) or will incur in meeting with the Owner, reviewin the plans, and preparing agenda packet material for City Council review of application#� - 3��. Eligible expenses shall be consistent with expenses the Owner would be responsible for under a zoning and subdivision application. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bili to the Owner. Owner shall be responsible for payment to the City within 30 days of the Owner's receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owner does not make payment to the City within the timeframe outlined in #3 above, the City may draw from the escrow account without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall notify the Owner of such draw and the nature of the expense for which the reimbursement is being made. If the Escrow amount falls below 75% of the original escrow amount the Owner shali deposit additional sums as directed by the City, or the City shall discontinue all review. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owner when the review has been completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owner, or if the eligible 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. CITY OF ORONO OWNER J� � �- By: ,��2�.� U� By: .�� ,+ � � Its: `�'''�i+ Its: �'✓(/��fX:c.�Jn� Variance Application Updated: January 31, 2012 - 11 - 1019 75-7E��2919 745011276989 :. " � ^ '� ,t+ SULTING,IN � j EXEC CON Date Ivlatt Fri� �5� 9125 I-o�siana A�e N �r BrooklyTi Patk, � $ ^�^'ZjG ---_� O4J y�o the � ' � L')C� �p C� o a a �.« ° Pa O Order of _ �� . .n'� � � T�' 1-800-288-3425 —--^ �'j/� y - ! / C- - 1:,: .. r', �,` ('.i p: thinkbank.com __�Z, - (5 !-' � �S��"� 2 7 6 9 8 9 n■ L� L 9 � , � �'� >��"�h-�x.=,a Mem� • �450LL � , . , . . __. „ ,� - �: 29 �q� 5465�� .-�� L . : ..�-�,��. - - _ ,� : ,_,�,�-�r�..�-� �:. e��'"�F'� „ �'^�' Citv Uf Q�"vr�i �75� Y,elle�y Ga�kway 95�c49-46Q� Grana MN `�.l3,l� �q1� Receint �do: �.�►�748C� Run �1, {�att Frit: planning and �oninv_ �T5[�.OU 4(�5 Elm 5treet - Flle #i�-3J�IG iul-2�4� osit ➢eferred Rev-➢eveluper i►eP -------_�_- �,500.4u iotal; _--_--___-- Ci�eck c,5GG.t1� Check No: 10t�+ Gayor: Matt Frit: �,5UU.4� Tatal Rpplied: _______________ .ao Cnar�ge ?endered: __;`_,—_=- G8/c1/cGic t�3:53P1fl � � DAT TIME V CITY OF ORON� CALLED IN INSPECTION NOTICE SCHEDULED ��- 7� � PERMIT NO 3— MPLETED //- �--/3 ADDRESS OWNER ' TELEPHONE N �p�j�� CONTRACTOR ' '>; DESCRIPTION �� ❑ FOOTtNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICA�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 v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:�YES_NO y COMMENTS: � W a � o �� 51� �. � 0 � W � Q � 2 W � W � j � RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlConVactor on site: Inspector_ ,n,� White Copyllnspector's Ffle Canary CopylSite Notiee � ^� �:��4----- DATE TIME CITY OF ORONO CALLED IN INSPECTION NO I E CHEDU�ED —�7 Cf:� PERMIT NO. �� 3 ��QOMPL ADDRESS `�� OWNER ELEPHONE NO. � ' S� /� CONTRACTOR � �� ; DESCRIPTION Gu � � ��%e'L � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS O ❑ FRAMING ❑ MECHANICAL FINAL ❑ 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 v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O ). � O � W � Q � 2 W � W � J d 4�1N9QKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE ac �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � DATE TIME v CITY OF ORONO CALLED IN �a-��!3 INSPECTION NOTICE SCHEDULED /.Z-1�b-/-3 /.'3D PERMIT NO. c�0�3-U��'7� COMPLETED ADDRESS 5�ass E/.� �Sf7"CC� OWNER TELEpPHO E NO.�C�+'�-8�� CONTRACTOR� ll �(Jl7GL- ✓NLS p �; DESCRIPTION � � �FOOTING ❑ PLUMBING FINA ❑ EXC / ADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WEfLANDS 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: ��l`.6��C's ` G�C � ��if. - G// - �J"jc� „ � Gar�q� � GU � y Y X 7 � %QO�. -7�ew2` k/a !( GcJ� ��— � !'s-�G'r '' O C a�� O � � �� f�s5 , R �� w� o� '-� ll /'c.�r - Q � Z d`S � ��w� � � ,. � o �w5 ,�ac� �'�. �+- �ris�a!/��r� r�� - � � � �'p r r a G� 'f'—� j ` � � II� / r�.�CC ar r'G�4i ^— o r C7 �ro�1`cvf" f�It�t, � 9.•o...cP .o w Kct-rK! - Fr+ 6�N�� W ❑WORKSATISFACTORY:�PFEOCEED ❑ PROJECTCOMPLEfE � � S � W �CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PEFMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILI REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractoronsite: �ra� Inspector. //►^� �G �� ,,,��e5�1, White Copyllnspector's File Canary CopylSite Notice (�'`" ' DAT� /TIME CITY OF ORONO CALLED IN � � INSPECTION OTICE SCHEDULED PERMIT NO. 'oaga� COMPLETED ADDRESS � 5�055 ��t 'S� OWNER TELEPHONE NO. 6�Z �5 �7��5 CONTRACTOR � dLc p� G�rO u,� �: DESCRIPTION �D�'�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q�POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ S�TE 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 J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O >. � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � � ORRECT WORK&PROCEED l� ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CQRRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952 9- OwnerlContractor on site: Inspector. White Copyllnspector's File n ry CopylSi Notice S� D TIME " CITY OF ORONO CALLED IN �� a - INSPECTION N T E SCHEDULED o?—1 -- //:O U PERMIT NO. "�� COMPLETED ADDRESS 7�� '"r� �' OWNER TELEPH NE NO.�I� �� "7�� CONTRACTOR ��C-L� �r � DESCRIPTION ��Q� �� CF 2/��57�7''�p � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q .�P9URED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y�❑ FRAMING ❑ MECHANICALFINAL ❑ 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 ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: W o�n�-�lod'r- �'GF ` a �r.M+,S t-- or�ht� �,�►- sa �-s — �. � � ��l!P'l. �12e/'l, �<eG"��LL`G S �� I/GI"7�t�Q� W � � !'�a r RS a�s G4 s Sc.� --�- Q � � ��5� �K � � G'l� r r�� -f- d�C �` �c..,�- J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ��ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDiTIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerfContractor on site: Inspector. � / �^'� White Copyllnspector's File Canary CopyfSite Notice �~� ' CJ�' ATE TIME " CITY OF ORONO CALLED IN d` '� _� INSPECTION TIC N�,,,y�CHEDULED o7- / �� PERMIT NO. "�7�eO LEfED ADDRESS "e OWNER ' TELEPHO E N d` SOS-�Z� CONTRACTOR � D vn� - � � DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING NAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREIWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O 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 OWNERlCONTRACTOR TO MEEf YOU:_YES_NO � COMMEN : � �l 0 l� P C�� t�''►"(o r /9(r�, C¢ ). � �' $u sn� h��P.� — 0 � W � �'jK –� C�o�r Q � Z W � W � � � d W�• �wnaK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W'0�❑CORRECT WORK 8 PROCEEO ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerfContractor on site: � Inspector. �---- - White Copyflnspector's File Cenary CopylSfte Notice � \�""� DATE TIME � CITY OF ORONO CALLED IN 3-/9 -/ INSPECTION 11�QTIC� D r_ SCHEDULED 3� -! � PERMIT NO�E�� `� C PLETED ADDRESS � �-L�"� v��- OWNER TELEPHO E NO� 3 �'�81-7 a" � CONTRACTO /�� DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLA�NT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � ' � J O � � O / �. ,,,t,� �[E7�� W � Q � 2 W � W � J d W� ❑WORK ISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RECT WOAK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � RRECT WORK,CALL FOR REtNSPECTION TEMPORARY � B FORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g5 ) 249-46�0 OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice __ ____ __ _ �`—� �DATj� TIME CITY OF ORONO CALLED IN ��C INSPECTION NOT SCHEDULED — ' /� PERMIT NO� �Q�Q� COMPLETED ADDRESS�DS-s �� OWNER TELEPHONE NO.lvlZ lol�S �� CONTRACTOR �� _ �� DESCRIPTION � � � � � FOOTING ❑ PLUMBING AL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS � �AMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL ❑ INSULATION ❑ WOOD BURNEFi/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 Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � Q �. C�rt'e� �a.�. -�� rcc b5 � r��ns o ,�►r�v�YJ� �. ¢ � ---' �d v/b e �7c�i r [ K S �Q/ �' � i r��✓ W Q f�4X ��k,�,r 1 r: S'�ri f t_ D� ✓ i'J✓�a�' � -� 2 -- - /I�l G d �r��[n ,,, W T � W , / � �i� ?� �'d v e / J�'l 'L�e r�v r j �� 1.�4_S� � d W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � �EORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O *O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-46�� OwnerfContractor oR site: Inspecto �"' hite Copyllnspector's File Canary CopyfSite Notice �'� .�—�" DA E TIME � CITY OF ORONO CALLED IN �� ^/ � INSPECTION NOTICE SCHEDULEO — PERMIT NO.�D/3�D� co PLETED ADDRESS ��-SJ� S�%� OWNER TELEPHO NO. � ' �"�7�5 CONTRACTO �� R�� S — O �; DESCRIPTION �L�� ` � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z y�INSULATION � WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP p PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: o� a � �X��te i 1E�4<< � o _ ,t�� 4</ ,►e�hu5�.�r on n� � . .� F.P.c.(ase — '' W �!< � � � S �ha�e qq✓aqe– 2 - �� J/�e��r o - �sr w�er W GR/J cD�OLUO✓ �l•�Gae �4�� 7�b e. � S.0�'�L y �a ear �M, ��P— Q z � � a .� . � � c " e�l, ` T .G , — W / / /� � �I�R� . I�.0 . �1�r.T 11.• C1 -�-T � - � ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ��ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: �f��c. — Inspector. �� 1 t� �' White Copyllnspector's File Canary CopylSite Notice V�" Da,T / TIME " CITY OF ORONO CALLED IN S/� INSPECTION NOTIS�rE scHE�u�Eo .S�D-! �: � PERMIT NO.�DIJ '��0 COMPLETED / ADDRESS T�SS �LIn �`� � OWNER , TELEPHONE NO.a��9� �oQ/ CONTRACTOR �D�d / � � DESCRIPTION _ � � ��aSl� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z {�INSULATION ❑ WOOD BURNEfi/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 ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: o� � 6 ,r -r j � . � � `! � �d cte/r.i �loe� �.. 4 . � ! �rl/• v4�e� ��rs�r. — O � W . � � �•r<s! v�Bo i �z.��, 6 y s�/cos .f- Q � n �av�d � dm�s — z W � W � � J d W� ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ��RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. inspection 24 hours in advance. (952� 249-46�� Own rl ntractor on site: 4 Inspecto . White Copyflnspector's File Canary CopylSite Notice �` � (��-%� DATE TIME V CITY OF ORONO CALLED IN G,f� �� INSPECTION NOTICE SCHEDULED -(�;�--�1.� —��- PERMIT NO. ZU f h - IX�9D� COMPLETED ADDRESS �� 1 !r \ �T 7 T- OWNER TELEPHONE NO. � �--��9� `-t��T I CONTRACTOR � - � DESCRIPTION C�.��"! � %'1C I-�• � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP p PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL � OWNERlCONTRACTOR TO MEET YOU:�,YES_NO ._�� COMMENTS: � W a � J O � � O � W � Q � 2 W � W 2 � d � ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORE COVERING PEFiMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR W{LL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOA ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours i advance 9-46QQ OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice 5�-/+ � DqT� TIME CITY OF ORONO CALLED IN / INSPECTION NOTICE SCHEDULED — ��_ PERMIT N0.��3��g0� COMPLETED ADDRESS O SS �r/'1 �� OWNER TELEPHONE NO. 7�03 �� 7��Z, CONTRACTOR S�l�� rOL�� DESCRIPTION F�� C'� � ly ❑ FOOTING ❑ 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. OLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL � HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL � �� FOUNDATION/REMOVAL 2 OWNERICONTRACTOR ME YOU:_YES NO � � COM E � � ' � � � , � � O � � a O � W � � Q � 2 W � W � � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑�/�RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O��f�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECO'VERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WtLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 24 -4600 OwnedContractor on site: Inspector. 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N.E. • = IRON PIPE MONUMENT FOUND AND THAT I AM A DULY L I CENSED LAND SURVEYOR UNDER COLUMBIA HEIGHTS, MN 55421 THE LAWS Of THE ST TE OF MI NNESOTA. pHpNE(763) 788-9769 FAX(763) 788-7602 3�E = SPIKE SET � ,�r E-MAIL: ksi�kurthsurveyingmc.com. SCALE I N FEET � = y,J00D FENCE � Randy L. Kurth, L.L.S. No. 20270 REVISED AUG. 23, 2012 �-* = CHAIN LINK FENCE Russell J. Kurth, L.L.S. No. 16113 x912.0 = SPOT ELEVATION (ADD'L TOPO-PROP.HSE 8 GRADES) 912 = EXISTING CONTOUR TOTAL LOT AREA = 20,665+ SQ.FT. REV]SED AUG. 30, 2012 �. = TREE AND SI�iE - M = MAPLE, BM 11SED = INV. SAN. MH SHOWN (500' �ONE L I NE - OHW ELEVAT I ON) 2z M E = ELM, BW = BASSWOOD, E'LEV. = 952•31 (CITY DAT(JM) REVISED OCT. 2, 2012 BC = BLACK CHERRY TOPOGRAPHY VERIFIED ON SITE (S I LT FENCE-WOOD WATTLES- CULVERT) �Z �— = PROPOSED CONTOUR DISTANCE TD OHW WAS SCALED REV I SED OCT. 3, 2012 �9�2.a� = PROPOSED ELEVATION FROM SATELLITE IMAGERY (2% SWALE ALONG WEST) —p = PROPOSED DRAINAGE PROPOSED GRADES I —s— = PROPOSED HEAVY DUTY SILT FENCE GARAGE SLAB= 97�•3 I �� = PROPOSED WOOD F I BER WATTLE TOP FOUNDATION= vartes / ___ � BASEMENT SLAB= 961•b � 0 ORO�O , -• � _..._SITE PLAIV GRADING P��1tV u 6, 2 o i 3 � � � , B]APPROVED (hse s 3 ze-grades-pos i t t on) / � CV o O APPROVED WITH VISIONS / 4. � � \ ❑ DISAPPRO ED� � � � � BY � \ f�, W / �' DATE �� „ R��.� �a�. /y/3 , I� N g6^ 4'44 E ,E-9sza� i —EL M--��: �8�.�—< < <—�� ' �.-�0,6 . �l , 9sa � � � �" �p)8-S 2�\ i 956 � � 1 � 95 � � \ � � ��• \c �� \ / / A � PP �td,� � \� \� \ / SALVAGE£XISTING !8"CMC yti hb � g58 �� / � / �. �e,r \ � fOR NEW DRIVEWAY APPROACH g gyM1yp 9 / � ✓ I S �� A � � I 6�96p1 \ ° � I 64 '�`S�, � � �� i 3 �� 2�� i �, ( � i r �\ 966 � s s a � t � R�� , 96B ` � �. 6 ' ' '\1 'Da v\ ° �� I � � � �1 Q I r -- ; i �� i i w 70 � � �'68 � � 9�B f 3 h �2 I '4 � -- I � I I N� ♦ � L_ a +� ��o i � b°�h ,�0 ^'� � q �q �q � a � n , o m �° � 70 � T ��? LINE APPROXIMATELY 500' c�t.--• � aa � � ( ' � II FROMI LAKE M I NNETONKA OHW �„ � n-e N PROP�. 1 0�'"` I� � 72 ' r'� ��v� N � +7F'�ell a � +� 3 z-.ti /� `" 1972 31 22, ro a. � � y� 52.75 � I �. n'� m I - t l— HOl13E I ' N ^ (' o I 3- I ' L GAR�GE �O o I o �'. � � N'4 I f97�.g1 � ta.5 r, � .25 Q ^ o, I � a � deck I ( - +• � ,�O f r. �L- — — I O � � 'G79 � - �' N I m 4�e 9 x(970.7Js'i�,��E. a 1�' o tv I '��N � pgg esa � 2.3� 976 72 0. 7a �2.0 ;l o s A ,• 9�e � , .. � � 7 � � � i � g S �o i 01�`� � .o �o �o ,� / 350- N�P oNw'929 A ��° ---N s9°56,o5„w Q t2o.00 --- . M1NNE�� City of Orono LP�E Planning&2oning Plan R iew � Site Plan Review Date: �' �� PPROYED APPROVED WITH REV IONS(see otes) ��09 C]DENI - 6 / /J/ 0y'` gg ��(/ N �oJ �7{QIf. PROPERTY DESCRIPTION Lots 7, 8 and 9, Block 9, MINNETONKA SIIMMIT PARK, Hennep3n County, Minnesota. rlk-misc\frttz\mattfr(tzlot wrk 2013 rev.gxd 7-16-2013 L/�/l ST��— plat folder �-•-------------••-•--...-•---••-••---••----••-•----------....-•--•----._....--•-----------•••-•-----------•---•--•----•-•-••......-•--•---•---.....-----__..__.........__.._..-••-•---••-•-•---•-----._.._...-----...... ----------------------------------------------------------------------------------------------------------------------------------------•--------------------------------------------------------------------------------- • . C att Fri t� CERT I F I CATE OF SURVEY � 1 O R M (MEASUREMENTS SHOWN 1N FEET AND DECIMALS OF A FOOT) DATE: August 9, 2012 i HEREBY CERTIFY THAT THIS SURVEY. PLAN OR REPORT KURTH SURVEYING, INC. Q 3� O = IRON PIPE MONUMEN? SET WAS PREPARED BY ME OR UNDER MY D I RECT SUPERV I S I ON 4002 JEFFERSON ST. N.E. • = IRON PIPE MONUMENT FOUND AND THAT I AIA A DULY LICENSED LAND SURVEYOR UNDER COLUMBIA HEIGHTS, MN 55421 THE�F THE�E OF MINNESOTA. p�(76,3) 788_9769 FAX(763) 788-7602 � = SPIKE SET � E-MAII: ksi0kurthsurveyingmc.com. SCALE IN FEET a� _ �,,�OOD FENCE 'r• r Randy L. Kurth, L.L.S. No. 20270 REVISED AUG. 23, 2012 � = CHAIN LINK FENCE Russell J. Kurth, L.L.S. No. 16113 x912.0 = SPOT ELEVATION (ADD'L TOPO-PROP.HSE 8 GRADES) g12 = EXISTING CONTOUR TOTAL LOT AREA = 20,665+ SQ.FT. REVISED AUG. 30, 2012 �. = TREE AND SI'�E - M = MAPLE, BM IISED = INV. SAN. MH SHOWN (500' �iONE L I NE - OHW ELEVAT I ON) 22 � E = ELM, BW = BASSWOOD, ELEV. = 952•jl (CITY DATi�M) REVISED OCT. 2, 2012 BC = BLACK CHERRY TOPOGRAPHY VERIFIED ON SITE (S I LT FENCE-WOOD WATTLES- Cl1LVERT) 12 �Q— = PROPOSED CONTOUR DISTANCE TO OHW WAS SCALED REVISED OCT. 3, 2012 �9120� = PROPOSED ELEVATION FROM SATELLITE IMAGERY (2% SWALE ALONG WEST) --fl = PROPOSED DRAINAGE PROPOSED GRADES I —s— = PROPOSED HEAVY DUTY SILT FENCE G�RnGE SLAB= 972.3 I �� y PROPOSED WOOD F I BER WATTLE TOP FOUND1IT I ON= �ar I es / ___ BASEUENT SLAB= 961.8 ^ �� O� 0R � � � � �.s��P� � �NO REV I SED JULY 16, 2013 . ` N Gf��ING P��(1) (hse s i ze-grades-pos t t I on) / �' /� o �APPROVED .� � � � � \ O D SA ��D W�TH EVISIONS � / � � \ VED / � BY �s`' � �'� ��E 9 i -------- �. . —FLM � N 8fi°�4'44"E �szs� „ ` _`R ,j,� --- �-� 18.�—< < <—�,\ _ .�f� 6, , ,, 9se � � - - � 1 p) 5?�f,, i I 9� � \, /� _ � ,O \ \ // � / : ' - �,�� : � � ,p� \ / � 9 , � PP 1��,�"'" � \� \� /� S�ILVAG£EXISTING !8"CMC ._-- _ 9y,� � � q5a �� / � � � FOR NEW DRIV£WAY APPRO�CH ryA 9 � � a � s � � \ �qy o � � _ -- ,, . �`� �5�.�� .. �z� i . � 6a �� i � �� i _ _ - _ I � �� 30, , ' r g(ie'1 " � " g ,,, � _. a �; �_,,; �Qi�� f � � . � _ , . - " 6 � 60 !. . , 9 � ,� �\ s � �� \$� , � j,� f � 0 0 � �1 Q I � -- ' ; � ' �� i '`. w 70 ( � ' �'68 I �� ,�m I ` < 2 ( w d � � � �__ � � �F � � � � . I 41 '"h �4 °- , •o,,o I �pq ,�� ^ti ,;,''a W^� , q q � /� a I 4 I� � p � !d � ` � I � � 1 � 1,I NE APPROX I NATELY 500' cv-• � a� � l I � � FROM LAKE MINNETONKA OHW ,�� - a� N PRO�. I . � , � Q� -1. .. t ;`��-� � r � � � i o •r^ I � � 72 �' �3 ��o� r o r�FB�� °a _ Z�� r9n 3� 2r 1°v� � � 4 I 52.75 � I � a� p 1 - +�- H�uSE f / � r'i (: o ► 3- I GARI�GE • 0 1 � ,, � o 0 , 1 N� :I �97�.g1 �. ta.5 �. � .25 <I Q �. - �.� I � � � �I deck � Q ( , ` �+ •- ; � - -. � ' �o�,r'� ti, L_ — N 9�' I % �' 9 xf97o.71s�'��F _ a �°. . , � ,,. , mp' ~fN e6e,.. 2 j,' 976 72 , <: Q� 4 - 720 _ . . _ � _., ,l o R< ,_.. ..._ ,. 9�e _ M �. ,. �` � �` . 7 � / �� - i - - � g , ,_°��g � �go= �° ��w,q29•A\��9�� _ N v �' ''� ,�� , oN ' --N a9°56,p5„w � i2o.00 --- PK� N1NN��oNKP L s t'�a9 aM'` 6B 1�0� PROPERTY DESCRIPTION Lots 7, 8 and 9, Block 9, MINNETONKA Sl1MMIT PARK, Hennepfn County, Minnesota. rtk-misc\frftz\mattfritzloi wrk 2013 rev.gxd 7-16-2013 plat folder --•------------••------------•-------•--------------------------------•----------.....--------.._..._._._..-----•----...................--•-------•----------.....----------•--•---------......--------------.......-•---•- � Matt Fr i t� CERT�INF I �ATE AN�F IMASUR oEY DATE: Aug�st 9, Zo�2 FOR r � I HEREBY CERTIFY THAT THIS SURVEY. PLAN OR REPORT KURTH SURVEYING, INC. 0 � O = IRON PIPE MONUMENT SET WAS PREPARED BY I�E OR UNDER MY D I RECT SUPERV I S I ON 4002 JEFFERSON ST. N.E. 3 • = IRON PIPE MONUMENT FOUND AND THAT I AM A DULY L I CENSED LAND SURVEYOR UNDER COLUMBIA HEIGHTS, MN 55421 THE�F T��E OF M I NNESOTA. pf{p�(763) 788-9769 FAX(763) 788-7602 3�( = SPIKE SET � E-MAIL: ksi0kurthsurveyinginc.com. SCALE IN FEET � = WOOD FENCE Randy L. Kurth, L.L.S. No. 20270 REVISED AUG. 23, 2012 "�' = CHAIN LINK FENCE Russel l J. Kurth, L.L.S. No. �6� t3 X912.0 = SPOT ELEVATION (ADD'L TOPO-PROP.HSE 8 GRADES) g12 = EXISTING CONTOl1R TOTAL LOT AREA = 20,665+ SQ.FT. REVISED AUG. 30, 2012 BM (JSED = INV. SAN. MH SHOWN (500' �ONE L I NE - OHW ELEVAT I ON) = TREE AND SI�E - M = MAPLE, E = ELM, BW = BASSWOOD, ELEV. = 952•31 ICITY DA Tl1M) REV I SED OCT. 2, 2012 BC = BLACK CHERRY TOPOGRAPHY VERIFIED ON SITE (S I LT FENCE-WOOD WATTLES- CULVERT) �Z �-- = PROPOSED CONTOl1R DISTANCE TO OHW WAS SCALED REV I SED OCT. 3, 2012 �9�2 0� = PROPOSED ELEVATION FROM SATELLITE IMAGERY (2% SWALE ALONG WEST) —p = PROPOSED DRAINAGE � REV I SED Jl1LY 16, 2013 PROPOSED GRADES (hse size-grades-posItton) —s— = PROPOSED HEAVY Dl1TY SILT FENCE GARAGE SLAH= 972•3 REV I SED SEPT. 30, 2013 I I �� = PROPOSED WOOD F I BER WATTLE � (hard cover no's. ) = HARD COVER IDENTIFIER FOR WORK SHEET TOP FOUND�TION= varles / ___ BASEMENT SLAB= 964•5 REV I SED OCT. 14, 2013 (house staked) City of Orono MAIN FLOOR = 9�5•� REV I SED NOV. 5, 2013 � � � 1 Pl�mning 8 Zoning Plan �iey�N��v (prop. bsmt grade) / �' (V o I'I'?�_�_� �� \ Site Plart Fieview Date: J � / f� c` PPROVED � � I � � �- ` UA�ovEo wl3H F;F.v�s�C�Ns seE notes � \ p C�DENI , � I ��,�' � ED �'" � •' stan; �1 �, '�,-� N eb"�q'44"E �-rsz� � 3vi —ELM--��: �8.�—` < <__� .�' R,I 6� flse � � �' f p�8-5.2�\ / 956 / �� •Q ` �� 95p � .�,`� � \ / � �, \ \� \ // SALVi1GE EXISTING IB"CMC 9yti 9 � 95a�i� � a i � _�� a� ' c\ � FOR NEW DRIVEWAY APPROACH 9h qhp � � �p � � ��.T \ / \ �'� ,r. � ( 69 ` 7� s � T� y�A K, i � �, � `� � i� �-30,� ,(� 966 � 8 g � ' // Ri/y ` � I N J 9°° w � 6 �� a`� �� w �� I j� -"s� � �-. 4 I ; ��o� � �e ��. i w 70 6e . � N 72 � � P ��\ � � � L--- a I ,°� � � N qh oh ry o m o � TOP IRON=970.5 - } q qry ��-- - -°�'- �'-22 - ��'OP IRON=972.3 \�� 2 0 -ft- - � - o. / � Q b m E ln N PROF�.o � / I �� \�I �, a" � �` � � � � I o 72 0 0�' N ° „F B„I a (97 31 �_22 0 y �n +-. 3 ro ro � z°O� i � Q I 5z.75 -- � - TOP IRON=972.3 ' � ato � Hou�E �; o N �, �i z3;- I GAR�GE -�Z - L `° �° I � �� , � �9��. � �, �8.5 �., � z .� � p �,� � 5 �� • 5 I v N N Q �i deck I I ` �' � •+� _ •f� •'�' � p � y 9�4 = // N 4f° 9 xf9�71`s'4-'��E. o`�. l0' ° �/ � I / TOP IRON=971.3 4 --- --�- �', _e� 1 — 976 �� v\ r9�2•j� - 2,p � TOP IRON=976.6 �� 72 77.0 74 p �� ;1 M s R 9�a �. , , �. � � � � , �� \ S S � \ ,�� w1 -------�o..,�..M..�..,.o,e,�-a..r.�...� 0 oH � �� ,� 35��o P oHw'929•A �'° ---N 69°56,p5„W � 120.00 -� \,/� 1 1 �� O�O `' � GRADING Pl.AN �Pr�E `"i`� SITE PLAN APPROVED p :,PPRO`JED WIT REVISIONS p �iSAPP-�OV �� .s�. -- ��;�9 ,:.^,TF I? �3 ex�� a . -- a� � .,._....., _:,..w,«-. h .,.,.,.. ..._... PROPERTY DESCRIPTION Lots 7, 8 and 9, Block 9, MINNETONKA SLIMMIT PARK, Hennepin County, Minnesota. �� -� �nr�S�l� rlk-misc\frttz\mattfr[tz hse stake cert rev.gxd 10-14-2013 rev.tl-4-13 ��" �!�^r� plat folder �tlil. ��'�� CERT I F I CATE OF SURVEY DATE: June 27, 2014 F O R Ma t t F r i t� (MEASUREMENTS SHOWN /N FEET AND DECIMALS OF A FOOT) I HEREBY CERTIFY THAT THIS SURVEY. PLAN OR REPORT KURTH SURVEYING, INC. Q 30 0 = IRON PIPE MONUMENT SET WAS PREPARED BY ME OR UNDER MY D I RECT SUPERV I S I ON 4002 JEFFERSON ST. N.E. • = IRON PIPE MONUMENT FOUND AND THAT I AM A DULY L I CE SED LAND SURVEYOR UNDER COLUMBIA HEIGHTS, MN 55421 TH S OF HE T INNESOTA. PHONE(763) 788-9769 FAX(763) 788-7602 3�E = SPIKE SET ,� E-MAIL: ksi�kurthsurveyinginc.com. SCALE IN FEET � = WOOD FENCE Randy L. Kurth, L.L.S. No. 20270 � = CHAIN LINK FENCE Russel l J. Kurth, L.L.S. No. 16113 -5 -� = EXISTING SPOT ELEVATION A S B U I L T FR°"" 2012 TOTAL LOT AREA = 20,665+ SQ.FT. 912 = EXISTING CONTOUR REV I SED JULY 1 1 , 2014 22��M ', = TREE AND SI�iE - M = MAPLE, BM (JSED = INV. SAN. MH SHOWN (ADD'L TOPO-SE COR BACK SLOPE) E = ELM, BW = BASSWOOD, ELEV. = 952•31 (CITY DATIIM) BC - BLACK CHERRY TOPOGRAPHY VERIFIED ON SITE DISTANCE TO OHW WAS SCALED FROM SATELLITE IMAGERY I � = HARD COVER IDENT[FIER FOR WORK SHEET / --- / � � ,.� x 96�.i = AS BUILT SPOT ELEVATION �' � � 1 / o Q. � � \ .� � � � � �� ` \ . SAN.1/H \^ �/ _, N a 6°3 ' „ RE=962.12 �v�? / � 4 4 4 E �e=ys2si �,, _ `'.3 a� —ELM�-�- < <�,�� - ,,; 18.5�—` __ �1� 6,2 � �- � . \ i 9se �\ I�j S 2 i 956 q� � '0 \ i / / , , . . . RE-y63.1 c � .95k _ -u.oC�^`� '"�-, '�.�. �, .� _« . IE=959•� \ � /� � �'— � PP � � � 5B . .� . . . . �` c ♦ J\ / q5'l� �'� .. �y6 9��ti�� I_ � _ �o,p � ry , ��ee / � "� � �-�" . . . . ..... �c ,.;\ ��9h� � � q�°� bp � � _�;}"�� ! qb�' �� Cl�� coc 9 � ,.k . tJ � � ♦ g62 r� � - � �. � � �� . �� / � � oc�9 - 96A . `f-V / j�� - � 966 �� - k 970.j X ��'4 �� Ri� � 2 .F, J � 9�9,,. 96B sa \ � , - . . . 96,\�' '' . _ B$ I � P_�\ ..,, . ' �Q'� . - a .. � - �� \ �-\ . °� _. sss - � . , 97i.i �� \ m WELL aSa � 9�'� \�� x q7o 2 0 - i I q�QO c \�� I . � � X9��A 97i.6 �3 9' \ � • ��:5 ��5 � � � �� 9 � � w"��n zz 97�.9 ,�� p N egress wel 9�� 41 NE APPROX I MATELY\500' c� --- � � C � , � FROM LAKE MINNETONKM OHW �„ �,a� G � � I 0 9� � ��, �4055 �^ � �y � � . � O � � ��p� 9��8 P °a D _ _ rn +� 3 � egress we 1 _22� �' _ ro (� " z ^.� „F e, � ` N �. o� m 5z.75 E o-o ^ » � Cj egress we 1 m / --�--� I H 0�S E I SLAB 97z•4 / (; o N r�l r � O � egress we t � GAR/�Ci� • N o K, 18.5 � � � �� .-. l� M 19.25 v ^ (n 10' o, m �ti� 9 � a+. � � 9 �26 - / h '�/ . � , ,�. .�- � ��97q. / °o�,e ��y °� �1,b� a // q�� 1 9j�� N �/ '. �;� ese ese ; ,' + 976 ' / �, �� // / 9)66 � � � � ��' ,�� i� . � 9jJ y p � � :) � R '1-9�� 9-1' 97B / � ., �, . . . . � . , r�i � i \ i i \` \ �i _ � � � � �Q� �O ON� _IZ1��A \�9>O N p � �� / . . � oHw' ---N a9°56�o5�°w � .t2o.00 --- E�ONKP. �� ._ � ��. 1.P�� MINN ' . '�., �� ` �� 09 �s e'� 5¢ �o� PROPERTY DESCRIPTION Lots 7, g and 9, Block 9, MINNETONKA SUMMIT PARK, Hennepin County, Minnesota. �� r� ��. 2ar�- ov9o� rlk...henn co\orono\mtka summlt\as bullt cert REV.gxd 7-14-2014 plat folder - �3u<<-fi