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Home My WebLink About2015-00725 - new structure , CITYOFORONO * z015 - PJ0725 * , - 2750 KELLEY PARKWAY DATE ISSUED: 07/09/2015 , ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS ' : 2755 ETHEL AVE PIN : 20-117-23-24-0017 LEGAL DESC : CASCO HEIGHTS : LOT 006 BLOCK 003 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : SINGLE FAM[LY ACTNITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 265,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE, WATER CONNECTION,SEWER CONNECTION, LAWN [RRIGATION,ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUQMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE[SSUED: INITIAL: _...��h-e- NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS RGQUIRED TO E3E SUBMITTED AND APPROVED BY STAFF. [NITIAL: �_ NOTE: IN THE EVENT OF W[NTER COND[TIONS OR OTHER UNFAVORABLE WEATHER COND[TIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: J(��— NOTE: WHEN EXECUTING THE GRADING PLAN THE CONTRACTOR MUST TAKE CARE TO ENSURE ADDIT[ONAL SURFACE OR ROOF RUNOFF IS NOT DIRECTED TO THG NEIGHBORING PROPERTIES. [NITIAL: ./ APPLICANT PERMIT FEE SCHEDULE 2,149.09 STATE SURCHARGE(VALUATION) 132.50 Everlast Enterprises, Inc. S.A.C. 0.00 CLEARY,JIM 4109 N. SHORE DR TOTAL 2,281.59 MOUND, MN 55364- Payment(s) (952)472-5870 CHECK 6678 2,281.59 OWNER Everlast Enterprises, Inc. CLEARY,JAMES 4109 NORTH SHORE DR MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 commenced within 180 days of the da[e 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 jI ) % ��i/ � ,._ _ ��- � ,s ��. '1 ��-� �`�c �� i , � �-- ppl cant Permitee Signature ate [ssued By Sign re Date i � ,: � � CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �� Mailin Address: ��/�� g PeRnit number: /�-CO�7Z� � �� PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��tS�/5 �` �, � ,� StreetAddress:' Received by: � '� '`.�, �;� 2750 Kelley Parkway /I� �s D67 lan review fee: � �j' ~ �,�k f ��,`' Orono, MN 55356 G _ (p � s H o� --�,---;,—_., �, �� --- ' Total Fee: . s l . -�,i -- Main: 952-249-4600 Fax: 952-249-4616 wsvw.ci.ororo m^.us (� t < -�� d- ✓ This application form must be completed in fuil and all required information must b ubmitted. Incomplete applications will be returned. (Please print) � �Y`l; �-��`�/ �5 GENERAL INFORMATION: Job Site Address: 2755 Ethel Ave., Orono,MN 55391 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No lf yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Everlast Enterprises, Inc. State License# BC591566 Expiration Date: 3-31-16 Phone: _(cell) 612-868-0748 (office) 952-472-7287 Mailing Address: 4109 No Shore Drive City: Orono ZIP� 55 64 Contact Person: James Cleary Applicant is: � on rac or � / Homeowner (Circle One) Email and/or Fax: 952-472-5870 PROPERTY OWNER INFORMATION: Name: Everlast Entemrises,Inc. Phone(day): 612-868-0748 Address: 4109 No Shore Drive Cit : Orono ZIP� 55364 Email and/or Fax iim@EverlastEnterprises.com ARCHITECT/ENGINEER INFORMATION: Name: none Phone (day): � Address: City: ZIP� Email and/or Fax: PROJECT INFORMATION: Descri tion of ro�ect: �:.r �� I + 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& [�New Construction Water Supply �Single Family with �Residence ❑Addition attached garage ❑ Gara e/Accesso Bld ❑Accesso Buildin g rY 9 �Public Sewer ry g ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑Other: (specify) ❑ Private Sewer ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage �Public Water ""Any earth movement may also require ❑Commercial ❑ Other(specify) MCWD review 8�permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 vwv�v.minnehahacreek o�c� Estimated Construction Valuation (excluding land) $ � „�� Cx� ( � � ' STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= �� Number of bedrooms= 3 �Wood/Frame b. Width (ft.)= >;� Number of garage stalls: 2 ❑ Masonry Areas in square feet Attached= 1 ❑ Metal c. Basement= `�I� Detached= ❑ Pole Bldg. d. 15f Story = �P9`� ❑ ICF e. 2nd Story= ��U � ❑ On-site Prefab ❑Off-site Prefab f. '/2 Story = ❑ Other(please specify): g. Total Area= �Q 1 q REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable 1�' ❑ Permit A lication �' ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form .0` ❑ Surve meetin all re uirements / ❑ C Stormwater Pollution Prevention Plan �- ❑ Hardcover Calculation s � � Se tic S stem Site Evaluation Re ort ❑ �. Access Permit � -�-- Wetland Buffer Im rovement Plan ❑ �— En ineered Plans for Retainin Walls 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 o�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. ApplicanYs Signature: � � Date: 4- 3� - 15 Owner's Signature: ��'�' Date: 4� - 15 ��-1�:�} ��- �� P�.AN REVIEIIV CHECKLIST FOR NEW STRUCI'URES / ADDIT�ONS � Address: � 1 � �T�l�� Permit No.: �� ' 7 Description of work: �V �� Date Rec'd: �� '�� C�',,j �� ) �-�°---- Septic review by: `)C��lQ,10 � �i�� Date Approved: Zoning review by: Date Approved: � '`� • � =d • ;�, �� ,_.� Building review by: !°�� v �',..� ��` ' " `�,;' Date Approved: � -� �;� �i =�' _ - Grading review tay: _` r � - Date Approved Zoning District: l�-1`.�� Zoning File#: Reso#: Reso Date: . - �' '8�-14o�t��) ? Zoning: Lot Area: ��5 Z Z. 5F/AC Width: Lot Coverage: i�� SF % Survey Submitted: Yes � No Date of Survey: ��• �� Revised date(?): 3 Proposed Setbacks: l � Front ( e) Rear(Str ( N S E 4N ) ( fV S E W ) Other Buildings Wetland Side Side , � . � -- � r, : � .,--: _ ... ;�. - . -, Defined Height: Peak Height: ' FFE: ' FFE rninus 6 feet= "� - (Existing Contou�; �� r: "': Perimeter(linear feet) = 50% = L.F. below grade #of Stories � ;: FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATfON: The distance between 1he lowest proposed The distance between the top of {' START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the �' the highest point of the roof. roof. ' If you have a... If you have a._ • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(no (no windows): Subtract half windows): Subtract half the distance the distance between the a between the highest point of the roof highest point of the roof to to the low point of the corresponding � 'J SUBTRACTfON gable or hipped roof � the low point of the corresponding gable or (BASED ON . GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof ROOF TYPE) windows): Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF between the top of the highest ROOF TYPE) (with windows): Subtract „" window and the highest point of the half the distance between roof the top of the highest • ALL OTHER ROOF TYPES(flat, window and the highest point of the roof mansard,etc):No subtraction. . ALL OTHER ROOF TYPES SUBTRACTION Subtract the distance between the (flat,mansard,etc):No (BASED ON basemenUcrawl space floor and the subtraction. i — EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top � GRADES) foundation OR 10 feet(whichever is less). F� (BASED ON of slab and the highest existing EQUALS Defined building height y�.,'k' EXISTING grade adjacent to the foundalion. �(��' GRADES � EQUALS Qefined building height .�p F B Shoreland District MCWD Permit � � ��erage Lakes?ore Setback g�uff 6Aet. � Permit Number: ��y,. � ;,•'.- Qi Yes Q No N/A O Yes - No �� Yes 0 No �'' 0 N/A—see attached Setback: Stormwater Quality �roposed Overlay District Existin g Harcfcover p{�rdcover Variance Required CUP Required Tier circle one (�o and s� %and s � . - �-�� Yes No 0 Yes No 1 f Z � 3 4 5 � Type(s): Type(s): � � . Updated: January 2015 z:\forms\plan review checklist 2015.docx � �� c� �� c�� ,�-r. ,.�,�-, ..,�.-�.�, :,__�. .__..._ --'_z<�-�- ..-.�-s--�--� -f,:,-,,� ,-,,_...� -., _. ��.�,�--�:. ,:.�:�. -:�- __ «� � .. . _ .. ,,.. -,�— .-- . -�-- ��. .- � �,... �,.. �,..�...��.-,.� REMARKS ("in-house): Fees to be Char ed YES NO Permit �/ Plan Review 80� State Surcharge Investigation Fee .� ��,� SAC-[Vumber of SAC lJnits 1d' �y=if^c�� -'�-� ,,�(L%� Other(specify) i0� � � i � � � �'��;�� S uare Foota e $ er Square Foota e � � Basement X = $ 151 Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ � � O . �� Orono tnspections Required Work Requiring Separate Permits Required State Permits � Site �] Plumbing � Grading/ Filling � Well f � Silt Fence/ Erosion Control �Mechanical ❑ Fire Electrical � Hardcover Removal O Septic �Water Connection �C Footing Fireplace Sewer Connection p' �ffi Poured Wall 0 Masonry �Lawn Irrigation R� �Foundation Survey "�Mfg. � Landscaping � Foundation Waterproofing �Other(specify) � � Radon Rock Bed � Framing l� insulation As-Built Survey �Final :; � Qther(specify) ' REMARKS (in-house): , , ;; Other Review: Reviewed by: Date Approved: Access: Existing: � YES ❑ NO New: � YES Q NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED � �.�t C��r Y� � t� k��' �2��- � !fl e�cc�. ; ' � r�a es � �c�� .� � �. fv �-- ��h bt��;r� ��.�a'�P,�. Updated: January 2015 z:\forms\plan review checklist 2015.docx . . .__. ,_.. � ;-. , . ,.s. .,,. .., , v -.. . ., , ;. ... _ ._._. .�.�_. _ ..� .-. �,.,,.:_ �� _.��. , _ ,�. .- �'�,� „�, . 's �,.�&�.'�.'��'.��,� � . . � � Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application ��. Plan Review Fee Paid� �3f�� y. �� -:>� �. ;��,Y�'� Signed Escrow Agreement & Escrow Payment � .�`'�`''�" Building Plans (to scale) x2 �, Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 � Hardcover Calculations (if applicable) ._�� I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 :��" regarding this project. �'�"`��' � `��^��_`� �� Signed by: �. �v,-��.,�. .� ` `� Address: 2755 ETHEL AVE, ORONO,MN 55391 Permit #: �C ( S-- (��l �� v -- �orK-r ... C� �. �, W___� � � City o rono ��i _ 8 20�� o Hardcover Calculation Worksheet !�2 �j Property Address: ��t�—,� �,��G� �� Q ,z� CITY QF QRONO " � l `'k=5"�at` Prepared by: P ` � 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 liardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this forrri). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover il:ems that will be added. Use as many lines as necessary to accurately depict proposed hardcover stat�as 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 se aratel for each ortion. Key to Total Surve Hardcover Item (Describe) Length x Width (S uare Feet Exam !e Gara 24'x 3�' 720 S.F A f-t D l.� ' r � S.F. B u S.F. C Q 1 ^aS 1 1 pp S.F. � fi � 07 S.F. E 3 X �F '� S.F. , . F G o1 �c .a �o� S.F. H � S.F. � S.F. J S.F. K S.F. L S.F. M S.F. N S.F. � S.F. p S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. � W S.F. X S.F. Y S.F. Z S.F. S.F. 1 TotalPro osed Hardcover ( S.F. Excludable Hardcover See Ci Code Sec 7g-168d:� �� ,�;��, � ` "� l S.F. ` S.F. '� S.F. S.F. S.F. 2 Total Excludable Hardcover t S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area 7 a S.F. Proposed Hardcover Percentage [(3)=(4)] �y�. ab % This is an information packet regarding Harc/cover. Every effort has been made to insure the accuracy of the information contained herein;however,if any infomiation is not consistent wRh provisions of the City Code,the Code provisions wil!prevail. Page 9 of 9 Orono, MN Code of Ordinances Page 1 of 1 Sec. 78-1403. - Lot coverage and massing standards. In all zoning districts other than the I—Industrial district, all lots that have a gross acreage of less than two acres shatl comply with the following massing standards for structures: (a) Maximum total footprints allowed. (1) On lots equal to or greater than 10,000 square feet in area, the total combined footprints of all principal and accessory structures shall not exceed 15 percent of the gross lot area. �(2) On lots of less than 10,000 square feet in area, the total combined footprints of all principal and accessory structures shall not exceed 1,500 square feet. (b) Calculation of massing. The following shall be included in the calculation of the total combined footprints by structures: (1) All roofed structures more than six feet above grade level. (2) Tennis courts, patios, decks, and all similar open structures when partially or fully enclosed by fences, railings or walls which extend more than six feet above grade level (if any portion of such structures extends more than six feet above grade level, the entire structure shall count toward lot coverage). (Code 1984, § 10.03(14)(C); Ord. No. 215 2nd series, § 1, 3-11-2002; Ord. No. 99 3rd series, § 1, 1-28- 2013) about:blank 7/9/2015 �°,� _w,., �� , . � - _.,_� , � City of Orono _J1� � -�otio. Hardcover Calculation Worksheet � � �� Property Address: � �� RONO ��:� �% �7�� 1��i �e, C,(. G2.�� Z.�.�� ; ``�k��,��` ' Prepared by: Date: �' ��S��a r�r 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 ..�� Certificate of Survey (survey must accompany this form). Include all existing hardcover i;ems 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 separatel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve (Square Feet) Exam le Gara e 24'x 30' 720 S.F. A ty v�?c G'- - K 3� `� S.F. B u S.F. � Q � 1 �rc � � t pc� S.F. � 'r' ' xw �?� S.F. E iz � ;•3 x % �f- --- S.F. F � x � s� s.F. G �� H ;� S.F. 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.F. Excludable Hardcover See Ci Code Sec 78-1684 : i '..'� { S.F. S.F. � x S.F. S.F. S.F. 2 Total Excludable Hardcover �` S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area 7 � � S.F. Proposed Hardcover Percentage [(3)+(4)] �y,, a� % This is an information packet regarding Hardc��ery effort has b��o�sure the accuracy of the information contained herein;however,if any information is not consistent with provrsions of the City Code,the Code provisions will prevail. Page 9 of 9 �� New�Const�uction Energy Code Compliance Certificate " ' ? - � �(?"s, Per Nl lOP.8 Building Certificate.A building certificate shall be posted in a permanenUy visible location inside Date Cert'dica[e Posted ,the building. "Ihe certificate shall be completed by the builder and shall list information and values of com nents listed in Table N1101.8. G`'"��(]�f�f��O �-�aaar� f�ivs� Mailing Addras of the Dwelling or Dwdling Unit C�ty logo here �1 � C i �V . l�G�v Z�-� Namt of Residential Con[nctor MN Licemt Number l_ ��rl�s-1- Cr -�c��r� ses , 1rG. HERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply � p�sive(No Fan) o � ��( �� I ' a �, Active(With fan and monometer or � � F � >. other system monitoring device) 3 �� .� � - _ � � � � ,� �ii� `- � � °" ` � o a 3 � U o .o 7 Q � `° 'o U � � c W Oa a� � � _ � � Vi� 0 � Cin � C Insutation Lceation � .� z � � �j 0 � w ,� `� � �n �n p i d :v_" o � o � � o � ° en ao F- ,= z v. i�. u.. w � � iz Other Please Describe Here _ Below Entire Slsb Foundation Wall �- �� x Type in location.intenor exterior r integral Perimeter of Slab on Grade Rim Joist(Founda6on) ' 7� T.y�,��M,,,M ;�.o�... ,�a��,�r�nc rai � Rlm JOiSt(1°�FIOOI'+) , Type in IocaG .interior Merior or intepral Wail - p Ceiling,flat . �( Ceiling,vaulted -� Bay Windows or cantilevered areas -,�� OQ va Or gQr � Wi �, Bonus room over garage - 3 I�'tU CS C Describe other insulated areas �ndows 8 Doors oatin or Coolin Duets Outsido Conditioned S ces Average U-Factor(excludes skylrghts and one door)U: � 3 0� k Not applicable,all ducts located in conditioned space Solaz Heat Gain Ccefficient(SHGC): , a� R-value MECHANICAL SYSTEMS Make-up Air Select a Type A liances Heating System Domestic Water Heater Cooling System Not required per mech.code Fue1Ty e n(��"Ut'(,t� �0�� Pi�eC�y1(� Pj��G�'r4(L passive ManufactureF�hnS � ► (��1. Y�Gl�1� 6�'ad-F�rd �h��, �(�k(.�1 �i Powered Mode�J0�ns C i(1�y p� ��9�D��/l�j P� (�, MTaDT�DS C��"�8��v Interlocked with exhaust device. ii Describe: �D h�O Input in Capacity in Output in Other,deSCribe: Rating or Size �� BTUS: Gallons: �� Tons: �'� Heat Loss: Heat Gain: Location of duCt or system: Structure's Calculated AFUE or SEER: (� HSPF% �'S.�� Calculated Eflicienc coolin load: Cfm's "round duct OR Mechanical Venfilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combusfion Air Se[ect a Type ource heat pump with gas back-up fumace): Not required per mech.code Se[ect Type '� Passive X Heat Recover Ventilator(HRV) Capaciry in cfins: Low: I a� High: D� Other,describe: Energy Recover Ventilafor(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: (0�� Yv1�Ch�.n i ea.,�, Locazion of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfins: "round duct OR Total ventilation(intermittent+continuous)rafe in cfms: "metal duct Created by BAM version 052009 . , , 2015 Standardized Conc�ete Foundation Drawin�qs � SCOPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walis for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing, insulation,flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2015. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail MATERIALS: Reinforcing Steel:Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6, #5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Backfill Soil:Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or SITE AODRESS: report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state St�eet: of Minnesota. City: �_� �` State: MN Zlp: Craig Oswell,PE(MN#42341) 1/24/2015 Oswell EngineeNng and Co�sulting,L.L.C. 1901 E Hen�epin Ave,#201 .;�.+� Project Name: 2015 Standardized Concrete Foundation Drawinqs Minneapolis,MN 55413 =' - � Description: Scope of Work,Index,and Certification Phone:612-720-4639 J�. Project# 14.100 Fax:612-886-2966 � F >' Client Name: Kopp Concrete Inc www.oswellec.com Client Address: 16455122nd Street,Becker,MN 55308 Page S1 of S6 ' ' •` � ..::-. � . � ' GENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 6. Allowable bar placement tolerance is 1l2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed afterfooting pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within�rst 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. 14. Maximum inside window well dimension is 72". Well walls are to be at least 8"thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. COLD WEATHER GUIDELINES: The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required, however it is to be free of frost,snow,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Oswell Engineering a�d Consulting,L.L.C. 1901 E Hennepin Ave,#201 ��` :�'.r�:* . Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 � Description: General Notes Phone:612-720-4639 `• " Project# 14.100 Fax:612-886-2968 Client Name: Kopp Concrete Inc www.oswellec.com Client Address: 16455 122nd Street,Becker,MN 55308 Page S2 of S6 ` •" .,;,=4'. 1124/2015 , Adjacent steps are to be placed no closer to either side of the beam section than twice 6'-0"maximum ste the height of the largest step (beam section) Optional control joint each end of beam section by others (2) bundled#4 horizontal bars � top&bottom wl 3"min , clearance extended at least � Maximum applied I � 24"minimum beyond each end �actual load=4000 plf� '� of beam section(bar length= � uniform or 12,000 � ■ step height+4') v j pound concentrated I N 6"minimum thick cast-in-place � � � concrete foundation wall � , I HIOH FOOTING I �------ i i i i i i �� High footing should be placed i � at 1-ta1 (45 degree)line,if LO�V FOOTING �� high footing is closer to step i than this line,place beam section rebar as if it was at this line as shown FOOTING STEP DETAIL Oswell Engineering amd Consulting,L.LC. 1901 E Hennepin Ave,#201 .�,•� " r . Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolls,MN 55413 ;. ' Description: Step Footing Detail(NOT TO SCALE) Phone:612•720-4639 Project# 14.100 Fax:612-886-2866 � Client Name: Kopp Concrete Inc www.oswellec.com ' Client Address: 16455122nd Street,Becker,MN 55308 Pa e S3 of S6 ��•"-`. ' 1/24/2015 ( Wall framing by others Sill plate by others wl 1l2" /diameter anchor bolts wl 7" �,� minimum embed&standard /'� washers @ 72"o.c.max or Optional slab ledge,maximum -.a j equivalent metal strap anchors stem height is 12"wl width to match sill plate Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar wlin 18"of top of wall 6"minimum thick cast-in-place concrete wall #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall Oswell Engineering and Consulting,L.L.C. 1901 E Hen�epin Ave,#201 .�� '=-�� :j - Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 .- -K Description: Frost Wall Detail(NOTTO SCALE) Phone:612-720-4639 � •',� Project# 14.100 Fax:612-886-2966 ' '' Client Name: Kopp Concrete Inc www.oswellec.com Client Address: 16455 122nd Street,Becker,MN 55308 Page S4 of S6 ` � ��-<=. 1124/2015 Wall framing by others Sill plate by others w/1/2" diameter anchor bolts w/7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors Grade to be at least 6"below top of wall .:.�,,.:�.-._ : �� ---�--(1)#4 continuous horizontal bar ' w/in 18"of top of wall i � �4 6"minimum thick cast-in-place �; concrete wall N� � i Mf #4 x 2'-0"long centered i dowels wl 5"minimum embed -�-�-�. wet set or epoxy grouted in ; �� Footing elevation may vary below place ! ; slab,provide frost protection per 6"wall suacing_ Code 32"o.c.max for sand&24" 8"thick x 18"wide minimum o.c.max for SC&clay unreinforced concrete strip 8"+wall spacin� footing(16"wide minimum for 48"o.c.max for sand,42"o.c. maximum unbalanced grade of 2'- max for SC,&36"o.c.max for 6"or less),larger footing width clay may be required for specific soil bearing conditions to be determined per Code by others LOOKOUT WALL DETAIL Oswell Engineering and Consulti�g,L.L.C. 1901 E Hen�epin Ave,#201 :=�w` �: '`:':,. Project Name: 2015 Standardized Concrete Foundation Drawin s Minneapolis,MN 55413 "�: w. Description: Lookout Wall Detail(NOT TO SCALE) Pho�e:612-720-4633 .�' Project�k 14.100 Fax:612-886-2986 ' '` Client Name: Kopp Concrete Inc www.oswellec.com Client Address: 16455122nd Street,Becker,MN 55308 Page S5 of S6 ''` -; ��:a,._ 1/24I2015 �/Wood floor&wall framing by others '� Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate w/112"diameter anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round countersunk washers or alternative -- ------- ' —�- anchor(Anchor bolt clearance between i edge of both wall and sill plate is to be t�- 2.5")(see table below for spacing) \Grade to be at least 6"below top of wall Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6"thick&no more than 16"high Continuous#4 horizontal bars,provide � at least(2)@ 8'-0"clear,(3)@ 9'-0" '� clear,&(4)@ 10'-0"clear,At = contractor's option: The lowest wall y horizontal bar may be omitted if(2)#4 U continuous horizontal bars are placed in the footing Cast-in-place concrete foundation wall w/#6 or equivalent vertical bars placed 1.5"from inside face,see table below for spacing #4 x 2'-0"long dowels @ 72"o.c.max w/ 5"minimum embed Unreinforced concrete strip footing per Code by others,elevation below slab may vary as required 6ASEMENT WALL DETAIL Clear Hei ht a�d Soil Type Table Notes: Wa�� 8'or Less 9' 10' (1)= Unreinforced if concrete is 4000 psi or if Thickness Sand SC Clay Sand SC Clay Sand SC Clay clear height is 4"less Vertical Rebar Specing (2)= Unreinforced if concrete is 5000 psi or if 8" NA NA 36"(1 NA 36"(2 36" 36"(1 36" 24" clear height is 4"less 10" NA NA NA NA NA 36'�(1 NA 36"(1 36" Allowed alternate anchors are: 1Z" NA NA NA NA NA NA NA NA NA MAB/ST,MASA/FA3,FWAZ,Or 1/2" Sill Anchor Spacing diameter expansion bolts wl 6"min embed Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" (install in accordance with the Alternate 48" 24" 18" 36" 18" 12" 24" 12" 8•' manufacturer's recommendations) Oswell Engineering and Consulti�g,L.L.C. 1901 E Hennepin Ave,#201 � -�> :� Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �. Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 � ` Project# 14.100 Fax:612-886-2986 ' '' Client Name: Kopp Concrete Inc www.oswellec.com Client Address: 16455 122nd Street,Becker,MN 55308 Page S6 of S6 ` '~ .�. �}. 1/24/2015 FOOTING LOCATION= A.Foundation: Is the house on a fill or cut site? If fill-Foundation Wall Height(in feet)x Thickness(in inches)x 13= x x13= Or if cut-Foundation Wall Height(in feet)x 25= x25= B.Main Floor: Is it precast? If 8"thick plank-Plank span(in feet)x 34= x34= Or if 12"thick plank-Plank span (in feet)x 42= x42= Or if wood floor-Floor span(in feet)x 7= X�_ Is there concrete topping(for plank or in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= Is it a house or garage? If house-Floor span(in feet)x 20= x20= Or if garage-Floor span(in feet)x 25= x25= Is there brick or stone veneer on the walls? If yes-Veneer height(in feet)x 40= x40= What is the main floor wall height? Wall height(in feet)x 10= x10= C.Second Floor: Is there concrete topping(for in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= What is the floor span? Floor span(in feet)x 27= x2�- What is the second floor wall height? Wall height(in feet)x 10= x10= O.Thi�d Floor: Is there concrete topping(for in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= What is the floor span? Floor span(in feet)x 27= x27- What is the third floor wall height? Wall height(in feet)x 10= x10= E.Roof: Is there slate or other heavy roofing materials? If yes-Roof span (in feet)x 10= x10= Where is the house located? If in northern MN-Roof span(in feet)x 30= x30= Or if in southe�n MN-Roof span(in feet)x 25= x25= Total Weight= FOOTING WIOTH(in i�ches):Minlmum is greater of 16"or wall thick�ess+4" What is the allowable soil bearing pressure? If 1500 psf-required footing width(in inches)=Total WeighU125= Or if 2000 psf-required footing width(in inches)=Total WeighU167= USE FOOTING THICKNESS(in inches): Required footing thickness=[footing width-wall thickness(in inches)]x 0.5= � _ _�x0.5= (6"minimum,8"recommended) USE Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 .,• " :',;�. :i Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 t - ,! Description: Footing Size Worksheet Phone:812-720-4633 Project# 14.100 Fax:612-886-2966 't�� Client Name: Kopp Concrete Inc www.oswellec.corr� Client Address: 16455122nd Street,Becker,MN 55308 Optional Page S7 ;, ,�.�, . Christine Mattson From: Adam Edwards Sent: Thursday, June 25, 2015 1:47 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 2755 Ethel Ave#2015-00725 Christine, Approved grading plan but offer the following comments: . The Survey does not depict any construction erosion control measures. A silt fence or other appropriate erosion control mechanism should be planned for and must be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. When executing the grading plan the contractor must take care to ensure additional surface an or roof runoff is not directed to the neighboring properties. Adam From: Christine Mattson Sent: Tuesday, June 23, 2015 1:50 PM To: Adam Edwards Cc: Melanie Curtis Subject: 2755 Ethel Ave #2015-00725 We received a demolition permit and a building permit for a new single family home at the addressed noted above. Please review the survey and plans and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ' Orono ; MN 55356 (physical addressJ PO Box 66 ', Crystal Bay i MN 55323-0066 (mailing addressJ �° 952.249.4620 � 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Summer Office Hours: (Monday, May IS through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015 1 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. �V`�1� � QS� �GV\�i��1S C�� I�1�' ' First Middle Last �-f 1 �� ;��(�-h-, S Y�o-r� Address Y�� c� ►� � �� 3� � C�►a- ��,�-��i8 City State Zip Phone I understand my rights as stated above. /`1- Jc��s m C a� Signat re Packet Last Updated: January 2015 Page 7 . o , � No ��_ `.. �;�;:�� BUILDING HEIGHT y �, Planning &Zoning Department 952-249-4620 � �, www.ci.orono.mn.us `qKfSHO�� i'^... `: '� ,_ . _ .� All buildings in Orono must have a maximum defined building height of 30 feet or less and must not exceed 2'/z stories as defined within City Code section 78-1. How to determine the defined height for a building with a basement or crawl space: ; START WITH The distance between the lowest proposed floor(of the basement or crawl space)and �, the hi hest oint of the roof. 3 If you have a... � • GABLE OR HIPPED ROOF (no windows): Subtract half the distance between the 7 � SUBTRACTION highest point of the roof to the low point of the corresponding gable or hipped roof � �� (based on roof type) • GABLE OR HIPPED ROOF (with windows): Subtract half the distance between the ., / top of the highest window and the highest point of the roof 3� • ALL OTHER ROOF TYPES flat, mansard, etc : No subtraction. SUBTRACTION Subtract the distance between the basemenUcrawl space floor and the highest existing (based on existing grade adjacent to the foundation OR 10 feet(whichever is less). rades EQUALS Defined buildin hei ht 5�.� f�-}�f�..��cy- �t",_,.,�•_ How to determine the defined height for a building on a slab foundation: START WITH The distance between the top of slab and the highest point of the roof. If you have a... • GABLE OR HIPPED ROOF (no windows): Subtract half the distance between the SUBTRACTION highest point of the roof to the low point of the corresponding gable or hipped roof (based on roof type) • GABLE OR HIPPED ROOF (with windows): Subtract half the distance between the top of the highest window and the highest point of the roof • ALL OTHER ROOF TYPES flat, mansard, etc : No subtraction. ADDITION (based on Add the distance between the top of slab and the highest existing grade adjacent to the existin rades foundation. EQUALS Defined buildin hei ht How to determine the number of stories: • A traditional basement or walk out level will be considered a story if the elevation of the floor above it is more than six (6) feet above existing grade for at least 50% of the perimeter of the basement or walk out level. • The uppermost floor/story of a building will be treated as a half-story* ONLY if the following two conditions are met: o The intersection of the exterior wall and roof is three (3) feet or less above the floor at all points; AND o At a minimum, 40°/o of the total floor area within the exterior walls of the uppermost floor shall be five (5) feet or less in height as measured from the floor to the rafters. *Cross-section drawings will be required with the building permit application when a half-story is proposed for evaluation. For More Information Contact the Planning and Zoning Department at 952-249-4620 or planninqC�ci.orono.mn.us. This is an information sheet. Every effort has been made to insure the accuracy of the Re(erence:City Code Section 78-1.De�nitions. information contained herein;however, if any information is not consistent with provisions of the January 2014 City Code, the Code provisions will prevail. t ' � � » .�.� . �.� '� �� _ � ?U�5 n I I �� n n.-�,,,; - C i I �� ..; � �.. , ., I �N N � II i i nr+ il �� i ' i � m � ' I . � � — I � � _ ; � I i � i � � � � � ii � I i h ' l l � � ; �.�' i u- � I I ' ! °D o i I ' � � � I � � N i i � i � _ � i � � II � i rt I I � � III Q � �i ' ! I i '�. � � � i � I I I i _ I1 � II ji � l I II Ii i I II � j li I iil I i i I I ' � ' i �i � i � ! 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Please refund $2,500 to the applicant, Everlast Enterprises, Inc. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Everlast Enterprises, Inc. 4109 North Shore Drive Mound, MN 55364 w:�.street files\ethel avenue�2755\escrow refund 2015-00725.docx � , 1 BUILDING PERMIT ESCROW AGREEMENT - Orono Building Permit# o2Q �S - O D `�a- � '1- l�� Z�`�oo7� � AGREEMENT made this�day of �v�' , 20�,�, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and ��Prl �Sk- l:v�-�-•P,r p fiS.�� )nL (°Owners"). Recitals 1. A building permit application has been filed for � V`�r��k _�n -�C�pYi sK��ocated at a��S L"�� ►�- � �;�� rnY� ��3G11 the ("Subject Property'), legally described as 2. Owners request the City to review this appiication which requires City approval and may require consultant legal and/or engineering review. 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. Ail 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 building permit#a015-CD'�aS 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 Ciry has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed 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: CITY OF O ONO OWNER: gy: ' 1v`-' ��1��(3�-�k' lVr��✓ �IS�S �1'�(� Its: UG�I �� JQrr►�s m � i e�.� Internal Use OMy: Original#o Fi ce Departmertt G Copy to Street File Packet Last Updated: January 2015 Page 22 . c � EVERLAST ENTERPRISES INC 4�09 NpRTy SHORE DR wE�s�ARGo eAN�c,�, ORONO,MN 55364-979q www.we�Istargo.00m 6676 17-1/810 PAY TO THE � ORDER OF � � `�� ` , � Cl� � 2 �"O O B�a �r.. t�s�.J.(^�� /�^� ��J LLARS � MEMO �'7�$' � � ; �'� ��. r �� D +ti.� � - �i � s t'�' �, _ � ' -- —_ _____- �. � .;; � °i � ; �,� � `.� � z' � -t � �� F � - � .� ' $f K �� AUTHORIZED SIGNA7UqE � �.� ' t �. . ' � ';''Z � � ;� i � '� � � � . .'�vw=:- , „-__ _ ; r { f ` � � , � ` s.. � t� � t.- j i;. . � '�.�� «.t-r.v�.7,:� ,f�� t�.� � ( '� f �' f � Y City pf � � ' Orono ," � ; k# # Orono�M1ey��kway r� � t , �-'' 6 # �° 952-249- # ' ' � � 4600 ;� tt� : Receipt Na,: 3.013576 ri� t � � : ; � ; Jun 8. 2015 � � Everlast Entei�prises j��, S �� r � .� ; � .. � ;' � -� �` Planning g � � # � � `f ,. . AOe5_--00727�7551Ethe1 � r_ � � ��. ; ¢ � . � . � � ' � � _# ttj # „ 101-22205 2.500.00 � ! : : � �a � ' � ' • r e : ' '� � , �t �, Deferred Rev-Developer Ueposit � � ` � -� , ��; - !. � Total: -----------___ �''` � � � � �: f �y u � - Check -_----�.500.00 �� ; � �: � � Check No: 6676 ------------= � � �,r � �.' � r PaYor: � � t� �� 1 ' �' � �� Everlast Enterprises Inc. 2'S00.00 i � �,-�� q �;, ;- �, � Total APPlied: � ,� � � 5 � '� :#n � �f - ---------��_00_ � � � Change Tendered: f � r�� `� � .: "" �" 06/08 =-_-___---_-��- ; ,, ��` �'�. .� /2015 02:31PM� ' � �: � � �,. � � � -�� ;�: � -�� - _ _-� -��, CITY OF ORONO * z 0 1 5 - 0 0 7 z 7 * 2750 KELLEY PARKWAY DATE ISSUED: 06/08/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2755 ETHEL AVE PIN : 20-117-23-24-0017 LEGAL DESC : CASCO HEIGHTS : LOT 006 BLOCK 003 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2015-00725,PAID BY EVERLAST ENTERPRISES INC.CK#6676-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 Everlast Enterprises, Inc. Payment(s) CLEARY,JIM CHECK 6676 2,500.00 4109 N. SHORE DR MOLIND,MN 55364- (952)472-5870 OWNER Everlast Enterprises, Inc. CLEARY,JIM 4109 N. SHORE DR MOiJND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null arid void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 6 � '� c� � � � „ App cant ermitee ignat Da e Issued By Signat Date ______ ---- -- - --�----------- j -- __ E� __�._._..�._�_�_._�_e. — r.��..._._,...._.�� :- _ �!"' _ _ __ -' I. , f f .z� �,�� s..., -'-__ '______ _'�. �+.. ..._._._.._._.a� [- F —__ ,�_._._.�`�.. _ {.' —_ i _ _ ' ci a.._. - __ —— s �;i i; 3 i: J:': �;'',1. 1 � "_. _ _ _ _�.ve ..�....�._�=.�.e..m,ad�o..�,�..�=�s�. ,�.. .oee�.�v��.��_�..e_�.��.-.s..-s��.a«��..�-..�...m_—___ W„�.."�.p�.r.� ___ . ��.e� ..�.....,..��.e�....�..�....-..�.�.�.��......i...�._ __—_ �.m��. ...s.s_.as,�. _ _ _.d.� .......��....m....e��....._.,a.....�.....,�.e.�..e.�-..��.��..a.�.e,� �'�� -.....�.�..,�e�.....s�a ..�..yv.d.,.awij�e..�.��.-- .. rt' .��-.�...m+....�..�..>��..'.��.._..�n...�.-a._�...�....a,.,._.e...,...W...�..��.�..�..�v....��.....��.....�....s�.,.�m.�...��.�....m.�..o.�..m.�..�M�..a._ ��.e.m.,�.e��.....��re�....m..�..s»...�.e-..�», �ay�...-�....-.....- .��.�.� E� _.�...___._.....__........._.._...._.r_�w_�.�..— —__--�—�--�--- .e....v._.m.,_.....,._.�..____._....._.___�___.��.�_>___�� — -- ��_.._..6.�._.._e.�.__�___�. �r N? _.__.�_.�._..__.��_._.e. -- .v�n� � ti_._�___�.__.�,_.e_..�.�_ �.m.��_.m..._. — ----u---- -�----- �' �_._____ _.__.�„,.�..�.— -- "; ,,_A _..__ v.�__.__a...._._.�.._._�.. _�.��.._.��d..�.�.�.._ �.�. i:j [ __.........�._.... .��.� _....es...e.�e�._a.._ — _ _ — ,„_— __ — _ _. _»_.._.. �' �w..e.a.v._��......m.�.. � .�.-'�__-._.�._.�,__..,.e.,.,...a._........_.e........._.�__y._..�.......e_....m___._�_.....�..��..,.e.�.A.-_a�maa e. _— __ —�a.._._.._....�.._�,._aa.._..v_.............«...s....�..s. �f.'�.�--.,.=.o.- e��..�...,v.___._ c" __� ...�.____._..�. . ,�___.�.___�_..�. ____�.�..___._.��.�...r _�.�.._...p.-..,.�.�..._.....�^.,,__.._.._.�_.�{�::_._..._._...�..�.___.o�.�..a..�.�..a...� �, .r,_...,..._.�._....m..�.�t.��..._...«..-._.._.�..�....�.e.�.__..._.R.. .. . .Y.. _. _... ._�.e..�__...�....._....-_._..-....._e._.�_-�.._..A_--._..�_..z.�mw.._.._.v..,,.m�_,,.,� .�._.._.e_..<-..._..._�.___........�,. k. 4:�. : .o..�....�,.._.�... �.__._..__.._.__..�...e-.�__....._._.y,.�__ _ _sv..__',�;t;,,,_...,.___-"_._.,....«.�.....P.,_..e._,......w 'i: ...A...._......�_s..._._,...._ .__._.�,_._. .....�-_._._..-�..._._..�....._.�._��-..m.__..__..__..�.-.,....,,_._.. ...._..__...�__...w..,._.._......._.�..,....._...�_. . . . .. .__.,.__. _.._.,-_,_�.._-_.--_.--.._,v..-"--. _.ra:L._.._�_.,_..__,.,.....s._.._..._r_W....._,,.�v_.,._. � -�--_ .. .._.__.._.._. i. _ . �_� �v ��` . � __ ��..� �_ _. � �,,.��v�..( . . o��-� _,..�.�.�.__,�...�.__..�.�..r..�...u._ C,: 1 _ _ __ _ . �`"� `��'� �sL�_. ._ _.. . .y.�.____. .._ .,__ _ _ .- � __ .u__ ..�w_ � - . �--- .__�_ _ . _ ._ . _ _ �_ _��. ._ � __ ____ _.. �� , . . . , Christine Mattson From: Jim Cleary <jim@everlastenterprises.com> Sent: Monday, June 20, 2016 1:15 PM To: Christine Mattson Subject: Escrow for 3755 Ethel Avenue We requested the return of an escrow amount of$2500 on May 24th, and have not yet received it. We would appreciate receiving this as soon as possible. Please advise us of the status of this. Thank you, Jim Cleary, President Everlast Enterprises i C -�� ,�.t ' � D TE TI CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED � - //.',� PERMIT NO.�D/�� COMPLETED ADDRESS �7S P� OWNER TE P NE NO. - � �3 S CONTRACTOR - � DES RIPTION / �/u�� /��+�`' � ❑ OTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y UNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � J O �. i aC O � W � I; %, Q � z W � W � � J d W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. -46�� OwnerlContractor on site: , � � � Inspector. i � White Copyllnspector's Ffle � Canary CopylSite Notice �- � � ��_ ; DATE TIME CITY OF ORONO CALLED IN 7.� � �7 INSPECTION NQ�I �F � SCHEDULED � � �D.U- PERMIT NO��J S COMPLETED ADDRESS a7-�S G 7`/� �I��Gt�� OWNER LE HONE NO��a 3� -7�� CONTRACTO �-f ` � DESCRIPTION /��?��/L � � G�v� lL, FOOTING ❑ DEMO- INA ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBI G ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � � SG� Ct��Stt�v cv S ,5�,,� _ o � So�G � G ..��, - � � ° �6 r� 5 - s c� - ,� , p/�.r - W � Q 2 OK �j} ,,oa c. i - � '� �,c�rl�G� .�, �✓GSia�'1 L�GK��G� � � ,��v�%�-a rb�k ��,, � a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ,,a,/�,69EGT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O�CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE COND�TION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnerfContractor on site: Inspecto . � White Copyllnspector's File Canary CopylSite Notice � � � ��- ✓ DATE TIME CITY OF ORONO CALLED IN /d-a � INSPECTION NOTICE SCHEDULED /�Z9-/5 / �'3� PERMIT NO. ��5��7.��OMPLETED ADDRESS �7 SS ,( ,��/�P . �.[_1� � OWNER TELEPHONE NO �' � �� CONTRACTOR � � DESCRIPTION ��y'� ' . ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC F AL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GR /FILLING Q ❑ FOUNDATtON WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEFiICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: CIG�". �� -- l I " 3d � W a o / �v v r�('J c, /J�u�.-c 6��c � �r-��,�►'�✓�s '' -Fvr G- - L •T�r `l �S� � 0 � Q �� vv�t�' Q /.�(P�- por��7% �,� G.L. z ��K�s.� - su�.�� a s��s � �/��s W � W � � � d W �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V� BE�ORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED SPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: � �H^-' � � Inspector. � ite Copyllnspector's Ffle Canary CopylSite Notice � -� � � �% � DATE TIME CITY OF ORONO CALLED IN INSPECTION N E SCHEDULED // / /d- PERMIT NO. �� 7�5 COMPLEfED ADDRESS � 7� E �'Jl,L�- OWNER TF�.EPHONE NO. �°'?�g�D7 CONTAACTOR Z� � S � DES IPTION "'� �K � ❑ OTING ❑ DEMO-FINAL SEPTIC FINAL Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ZADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W � � J O ). � O � W � Q � 2 W � � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ours in advan . 49-4600 OwnerlContractor on site: Inspector. White Copyflnspector's File Canary Co ylSite Notice � �. � JJ`�' DATE TIME C OF ORONO �CALLED IN INSPECTION NO ICE SCHEDULED C PERMR NO. L��"��Ol'� COMPLEfED ---�� ADDRESS � ` � -� � �� l2e � �P��4 OWNER TELEPHONE O. � � Z��'��' a. CONTRACTOR - � � ��f � DESCRIPTION �f�� ` �/�� G � 4i ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNOATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑nS�WER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑I�EPTIC INSTALL ? OWNERICONTRACTOR TO MEET YiOU:_YES_NO - c�.� COMMENTS: � ��L� � ; � { c j J OO 0 � � � ` �O Q j �� z � W � � a W ❑ SATISFACTORIP:PROCEED O PROJECT COMPLETE W�❑ RRECT VYORK 3 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnertCorrtractor on site: Inspector. White Copyllnapxtor'a File Cenary CopylSfte Notke i C�� X. / DATE TIME F ORONO CALLED IN INSPECTION NOTICE SCHEDULED � __'� PERMIT NO. ��/'�J�-�'�7�� coMP�er ADDRESS �� 7��-�'� OWNER TELEPHONE NO. ��`� 8 �� CONTRACTOR � � � DESCRIPTION �X ��"_� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERlCONTRACTOR TO MEET YiOU:_YES_NO y COMMENTS: '�-C�-�,� �C— W . a �� (,�;�� % r,�-c�� j ' , � O o� O W � Q � 2 � W � � J d W O K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ RRECT W'ORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V FORE COWERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pH0T0 TAKEN INSPECTOR WlLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. ) 249-460� Owner/Contractor on site: Inspector. White CopyAnspector's File Canary CopylSMe Notiee � � j�� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICF �-7�HEDULED _'��`�� PERMIT NO..,�G'�S �C,�-'`'�%OMPLETED ADDRESS �� S ��L�� OWNER TELEPHONENO. ��'�"L'7i`(i CONTRACTOR ��" d � DESCRIPTION / / f-- �"�r�� t~N ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ P C INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YE3_NO ' y COMMENTS: � � -� r�T/,c;l`a .'l �-C�—�-�--�',-�, � ��l�l,�,�-r�� 0 � 0 W � Q � 2 � W � j d W ❑WORK SATISFACTORY:PROCEED OJECT COMPLEfE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call br the next inspection 24 hours in dvanoe. (g52 2 -46�� OwnerlContractor on site: Inspector: White CopyAnspectoPs Flle enary CopylSite Notk:e � - t � � ✓` D TE � TIME CITY OF ORONO CALLED IN 9�lS INSPECTION N ICE � � J C S C REDULED �(�_ d�-L'S. � PERMIT NO. ' 4"G� G'�OMPLETED ADDRESS �� J �-� � , ` OWNER TEL PHONE NO. �� CONTRACTOR '�� DESCRIPTION �,��' ` l�L ` �C��'C/ — � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W � � J O � � O � W - � � 1� � Q �. , z �'� > ` W � W � J � ��RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advan 95 9-46�� OwnerfContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice ✓ � � 1 , � %� ;� DATE TIME \,' CITY OF ORONO cnLLED IN --r�� INSPECTION NOTICE�SCHEDULED �c��l PERMIT NO. .=�r.��" coMP�Ereo ADDRESS �- '7��-��j ��/'�..�-/ l�'i''�, OWNER TELEPHONE NO. � �� '`y� 7 CONTRACTOR l � DESCRIPTION � 4~j ❑ FOOTING ❑ DEMO-F�NAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q/�FT�MING ❑ MECHANICAL FINAL ❑ RATED WALLS �l❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ S -1NER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE EPTIC INSTALL 2 OWNERICOI�ITRACTOR TO MEET YiOU; YES_NO y COMMENTS: � — �' � J - �O / � �/�..w. w� �p r✓CGTiia�s �/d f/!,{�0/1 '— �O �- W , °C sP�( ��( e/��c��. .o%_� v.1��- Q �` _�,C N C'f�'l�i�oyis �/!.�/ `T- t /�54.�. ' W W ��! ..i � a_� y� � J ��TISFACTORY:PROCEED ❑PROJECT COMPLEfE W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECONDITION WffHIN HOURS. ❑p�.{OTOTAKEN INSPECTOR WFLL RETURN ❑SfOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContractor on site: Inspector: ��^-- White CopyAnspsctor's Flle Canary CopylSits Notke i �� DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE /- �- SCHEDULED ' ` � PERMIT NO. 'I`�C'�")�� COMPLEfED ADDRESS �� <<�f'�-C- / �'-�-. OWNER TELEPHONE NO.�� %��%�� CONTRACTOR �/�%�-l��"�� DESCRIPTION ��_��G� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ pTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YiOU:� YES_NO «� COMMENTS: W � � � - a r�w+ rr� �6 K j O � a ( M�' - � �,a� /"r- ��. W �,�C�� / � �/U.5/6'1, �O iZv"0� �^'�f<�eGG � Q 2 �CGary� .li�w p✓Ofib�. �G �'L£ ra� � `� W � � � ��SATISFACTOFlY:PROCEED ❑PROJECT COMPLEfE W��❑CORRECT VYORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS. p pHpTOTAKEN INSPECTOR WILL RETURN O STOP ORDEH POSTED.CALI INSPECTOR O GTATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: �``� Whits Copyllnspecto�'s Fik Cenary CopylSite Notke DATE TIM CITY OF ORONO CALLED IN INSPECTION NOTICE � SCHEDULED �� l� �� PERMIT NO.��i � �'�'`y�� COMPLETED ADDRESS �� J �- � �`- �v�-� OWNER ��-��"��` T HONE NO. CONTRACTOR ��'2�5 � � DESCRIPTION ��'m — � \"� - �L�� -" �=r��S/ ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING Rf ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q .�t— ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL '�, C' 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � a � �� " ��., COMMENTS: � W C � J O �. � O � W � Q � 2 W � W � J d W ❑WORK SATISFACTORY:PROCEED ROJECT COMPLEfE � ❑CORRECT WORK 8�PROCEED ❑ IS E CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILI REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho in advan -46QQ OwnerlContractor on site: Inspector. White Copyllnspector's Ffle (-- Canary CopylSite Notice ' � DATE TIME v CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. �d i5 - l'X�72S COMPLEfED ��-�� ADDRESS �� v� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION f Ul.�i'10�Q,a�(��N�' �1 i �� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � ��a. 0 L � 0 � W � Q � 2 W � W � � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CA�L INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwrterlContractor on site: Inspector. 1 �� I White Copyflnspector's File Canary CopylSite Notice � � � '� Site: 2755 Ethel Ave f-'ou�� /�is��u�l� �7�� o Orono, MN '� .�o / Prepared for: ��d � � • Found lron Monument � � � Everlast En terprises � 3 ;, � � � / Q1 � d � / . � N � m ^ J tt p� �C W / � � Qj r.�. O -O � �p Z ,q �+i � Z � � .� C ,CO � > 3 3 •� � SCALE o o � o o � \ � 4� cn o � �Y ,,� � Fsfi� 20 0 �o zo ao 1�h ho `r6��2, ��`s9�� t o .Q � sty�., 1 inch = 20 feet y �� 0 c��, 3 a � I ��`.�. Sb�9 v°c I � �'> c 0� \ � ��h�o i � � a`� ��°, ° .� ,�o' S'.J Q�, o �O. �� 1SO ^ / O �f l "" r \� {�� i `�� `� ' �� ., J � � \\\� 62 // \`�6 \ Ojr � / 'yU��U p p I � � �+ J •� � l� �� L � O , � � / `��\ ��. \\ / V �� /� � y � � C V � ��\ Q�yr.0 � � T �-hj' /�� ,ti�,b �/1�2 \\\ op s�i / � � m \' / /C/ \�� o�p`/d0 O�j� \�'?0� / .� �� O \I / 61�3� �� , �� p'�fi0 > / "'�'E b tn a 19,, ��4 9s� �• � �o � � � �/ � •8 � � cv-Q w `I r�9 �� o•/ � ,,� o,� � 9 y � ?� ti/ � �_ � s��i f \�� / 1 � .c �o3 �' � 0 vs� � �h � �a� _ qwo O �,; �� , so �. ,,�v ,�,��`%9 ��v � �oo ,p��O h� � W /c��9s �i J '� "�o, ~ r^ � � //// `�9 s� \\ cy� ¢, �'`�'/ � v J �n . //� � �-`�� pC W � � o� o C� � o h0' �� , � o �� , `. � �.�` O � � ; m o �� W � / V Cn -.. a U� v N �p Proposed E/evations: As-8uilt Elevations (as of 8-12-15): Q „N� o Frrst Floor = 958.1 First Floor = N/A / N `, To p of Found. = 956,5 T o p o f F o u n d. = 9 5 6.8 � � o Garage Floor = 956.2 Garage Floo� = N/A � Q °' r Lookout Window = 952.3 Lookout Window = N/A � "� c� Bosement Floor = 948.8 gasement Floor = N/A � � 3 3 Bearings based on assumed datum. 3 ►�dq,hG`v` �s-�U d l�"' 2,ss �:� n,�- �U � 2015- CX��1_� * Site: 2755 Ethel Ave ��' '� ��1� �� , Oronq MN �[ i `� �� si`a'� `� / Prepared for: �es_end � rn Existrng Hardcover (S . Ft. � Found Iron Monument N House 5s� � Everlas t En terprises � Deck 244 X D00.0 Existing Elevation `� 3 Steps 11 / EL Telephone Pedestal `n � Pa vers 16 i � Concrete 30 �` � c� � m 895 y � ,, I > �, � d- a� � Lot Area 7,522 / � y; i � � Tofo! Hardcover 11.9q .a o, o Z y� •� � �. s `,, � 4 � rn �° c -,., � � o ` ,� 3 .o �0� i �� SCALE ° m �i c�` o � +�� 956.4 �`��sf/ 20 o to 20 40 '�� a ��1 ��5.9��'s� a� o •d^ � �'�S1Q,, � 1 inch = 20 feet �� ^ , .. , . .._ , ryR�'� �,o \�ti,,. F y `,. � 3 ° ` � . � c� ,. Sp � �, ��o i ,�_ o �,+ � g '�_ , x g5 �,o c I 2 � � 9,� .. . � . ��j ''> � i � �_� p ` ',." / �,� /?i�ovs.., � / � � � � o �Q' � � ��,\` �>_, /O ��o g54g � . J 1S n� / �`' Q a � ;��-Fence�. �.°. ecµ � �� / / ° v� � .y ! 952� ~.\ :i5�3 �c. C'�� i Z��,�� GO�j.y 'O�q . / . �% �� v�'i �. '. � 6, fy9.-PS �o �Q /•�/��C�� j:�;,\ J"i. _, gl;t� � °.�� ?2 �''do S�<_--,- � /��' 6' �. n b j / � w� o o � o` �� pif 1 -�6 �� !/ �, C�`,� � x�54. � 1 v �� I ; \\. _` , g3.�// -�, �,c � �� / s� c � o „ a� �.c �' , / \�� `• � g / � ., ��`0 r�v/ //r �o `�"-- _, _..� � Q . .�n ��.0 �(j � ��h � 953 4 ��,' � 4+, f61 � rP- �br _� -- 54 9 \ -C t� �� I ; ., l �� y�Ci l / / �� r�F s � _- -`)f�r>�__ '�ti. ��' 8 w j O�� IQ1 N� ; ., �,� Q, �� n ...�__ . ♦ G ��• � � ; .\ ��` , SN .,�ffi, f��'s� S X 9 / O ��. s �2``�s, ��, �� ,� �.,�,�9s o; .�..��?�o� a Q�� .,t,�, �� o �i / , 1. , �`x.,�►�,� �(.� ��? U, /� `' �' � �� n11 � ` � `, j 953��y9% � f��\\ ,453 5T ..t ~J� /� ss<,•_. �� ,a�, ��'` � � �o�'\, i � � �Y\,, ��,o ry. \ 0,y`�l�� ' .�'o 09 4/ Approx.-�j� � c� 3 9 , �.o �� ' �1� � �`� �9 �t�� j ? ` e ry0' pr afer � jy3. I �c_.. g� . �� o� �I ,`9�. 2s�\JJ /�� ` •��/ o vice i_ ' �� a� �� o � �/ 9 / � ; ...,...., J��% \ .._..%�..� . ._��',L�°`Se�, , �' � � ° ai , ('��OS `� f O � � s�� oy p\ ' -C °��'r o i o Proposed Hordcover (Sq. Ft.,� ' �.� g�ys �� `ti� `& Step ��. �`�� ` Q ,�� aw� I O House l,3B8 �,s�� Q�, �� ` `. 0 � (incl. cantilevers� ,c��9 /0 � ' `�p0 ` .Qe� � � Egress Window Pits 31 �i�` �9 �<. � �.. J . '� .1 �, � N . Stoop/Steps 27 F�9SS�/e :9, •-.. �� p� � c� � � Driveviay 372 /////�`9 �� 953;� �PProx.--,�� , ¢, �'`�'/ / Q � � a ,� Total 1818 � // '�, ,�San. i � � .ti,� � 2 % .% ervrce �-- t0 � �°\ � �r , o � Lot Area' 7,522 , � � / � o �V U o � c �- M � Not included in colculotions: ��, � ` , �� • .\�� L.1 � o�, ��°, Deck 100 s ft. �� "� b � ( ; °j d Prop. Ret. Wal! Q %(I 5�8 ��'�' � ,�,�� O I � ' �/ � (see engineer's groding plon) 9 � .� �o � ('�'�+ � %� a-j � 951 a } I� r , �+J � � 5 / � t_j o Proposed Elevotions: Notes: f' ` I 95�' E� N ti First Floo� = 958.1 1. Proposed qradin g desr gned b y other. , , � "� J Top of Found. = 956.5 See plon provided b y Cam pion En gineerin g Services, lnc. � �, / c� �' Garage Floo� = 956.2 2. Existing sewer and water connections musf first be � g5ti•�` � � Lookout Wrndow = 9523 field verified before const�uction begins. `• � � � I .c Bosemenf Floor = 948.8 � / .� " � 3 Beorings based on ossumed datum. 3 , �� r ' i �, , OR�� : City of Orono ; _ g �� ; � Planning&Zoning Plan Revi�,wv LEGEND ,'� � .Q. (� EXISTING SPOT ELEVATION Sii:�Plan Review Date: � EXISTING CONTOUR CITY O� �-''r'�� ', 56. PROPOSED SPOT ELEVATION �PPROVED g52— PROPOSED CONTOUR ❑APPROVED WITH �,EVfSIUPIS (seE notes) SF PROPOSED SILT FENCE O D�fivl�D �� Staff: — ',�:��.. , ,. NOTES: ` � � � 1. EXISTING SURVEY INFORMATION PER BUILDING PERMIT SURVEY PREPARED „,; _._ ,.. , ..., � a �,, � � " ` BY SCHOBORG LAND SERVICES, INC. �`~�� LL "- -. � ' "'` 2. REFER TO BUILDING PERMIT SURVEY FOR HOUSE DIMENSIONS. v�� A°� ,,� �� ,. ,r \ 9sg �°� _ . , i_. PROPOSED ELEVATIONS: � ° ,, o �� 9 - _ �o �`E r Ss Y` FIRST FLOOR = 958.1 . �.0 �oe . _ . ; S TOP OF FOUNDATION 956 5 � �P ' � . . � . • � ��" GARAGE FLOOR - 956.2 __._ _.. ��'p�s'S � `�E 0 ��„� .., . .. _ . ; LOOKOUT WINDOW = 952.3 s,� <LA ; �. gs BASEMENT FLOOR = 948.8 �p ; �r S , �' ' S6.0� f.Y;. ..;, , ; 54.1�� y ��o ' - � � �r � o�se : F�ps,� 22 O ,' .,. , , 9 �., �p �" ,� r s� S3 �`� 36 O � , �6 .., o �, � ;. G'pr.o ' �c . o > �y �t.�_, �b 9e p• � a � : ` ,.,. -, , , a• . �toop 2� s� �h oQo�o� � _ ,; ,� £ ,, �... � StPp ' ..,,,.. et •�,e 1 p9 � S�, �` �h�M�,� , � .4 �� OF ORd�� CITY ��;�=� ;��. � �.,� � �� r�� ,...�. � , PLA �... � � S�TF N _., 954 � r; GPPROVED `� � � � , R�, ��p WITH RE�ISIONS p �, 9s 5� f p rF P� � �� 'o�A°s � �" p ��ISAPPR VED � - , /��ea� �� ` v -- �,Qx y;h,ry � � � �- ?�,� ls ----- -- N e'9h9 pATE t� �. c��R� �� 0 20 40 GRAPHIC SCALE IN FEET N •Civ�l Englneering �LanO Plannin I her�by cartify thot thi�plan, epeciflcatbn � PROJECT N0: — cAMP�orv 9 �rapart haa been prap�ed by me a 2755 ETHEL AVENUE -- --- ��oo Pb^�..��°^t�• ��e�mY e�.��,P�.,��«� a�e n,at -s GRADING PLAN 15-025 — -- --- -_ E N G I N E E R I N G P.o.�24° i m„ a a�,i Itoenasd Profeasimal Enqlneer M�.Plain,MN 55J59 ��„ra,�o,�„Stat,,,�,��,ta EVERLAST ENTERPRISES SERVICES, INC. �a+s �ss-a�-snz s;„ a ,,- � No. o�,� � o�P�-- F� 763-479-4242 � «� 0.5/74/15 oRorvo, nntv '�� I�� SHEET N0. 1 OF 1 SHEETS DA 05/14/15 REY190N5 E-Ya�: mcvnpbnOcanplananq.can Martln P. Cam on.:-Lk.._. 19901 Dat� �.�. �*Wtt.l �4-YL 20�5- b0?7_S