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HomeMy WebLinkAbout2014-00278 - barn CITY OF ORONO 11111110 1 H II�I 111102 118 u 2750 KELLEY PARKWAY DATE ISSUED: 04/23/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4705 WATERTOWN RD PIN : 31-118-23-22-0003 LEGAL DESC : UNPLATTED 31 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : BARN �r pct,La: r' f ACTIVITY : X649-ALL OTHER BUILDING VALUATION : $ 18,400.00 NOTE: SEPARATE PERMITS REQUIRED:,ELECTRICAL(STATE) POLE BARN APPLICANT PERMIT FEE SCHEDULE 324.50 STATE SURCHARGE(VALUATION) 9.20 PRCHAL, DEREK&KELLY TOTAL 333.70 4705 WATERTOWN RD Payment(s) MAPLE PLAIN, MN 55359- CHECK 2763 333.70 OWNER PRCHAL, DEREK&KELLY 4705 WATERTOWN RD MAPLE PLAIN, MN 55359- 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 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. ( ,t,,, LI 1Dat) Amiature Issue y S' ature Date City of Orono Building Permit Application #3 33 . 70 for New Structures or Additions Mailing Address: �Q A, PO Box 66 , ` Permit number: ��/ V—dZ, �7 0 Crystal Ba MN 55323-0066 1�— rY Y. Date received: J.� —/� Street Address:' Received by: 44, y_ * 2750 Kelley Parkwa \� \ Plan review fee: (57D. 9�3 c` Orono, MN 55356 �ikFstto�`� Main: 952-259-4600 Total Fee: ©��-DDa77 Fax: 952-249-4616 I www.ci.orono.mn us I This application form must be completed in full and all required information must be submittecjri,�# Z7�0 Incomplete applications will be returned. (Please print) (�,� GENERAL INFORMATION: Job Site Address: 4105- ki4 z rl ? , E, :n, Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes [1 No If 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 available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: .Th ?Rc;.,aa4.._ State License# Explratic;: - Phone: (cell) (c,' .. 232.. kcize, (office) Mailing Address: City: Contact Person: Applicant is: Contractor / wrier (circle One) Email and/or Fax: PROPERTY OWNER INFORMATivm Name: 'b ?;uNAn,L.- Phone (day): (,Q‘2 Z'3 c> l 2,1 Address: LCiDSA 'cN J City: U Az, ZIP: acs Email and/or Fax I_E .t. aEIZE\& (w , cc IAA ARCHITECT/ENGINEER INFORMATivri: Name: `�p�rr+cANID A.J,c_471,4Cp5 Phone (day): 7rS) 87y ,3 - 01 -- ../4/1Address: ��y 5--E7*Sr City: £ACJ CCAs ZIP: 5,(7o3 Email and/or Fax: -7ic, Ely- y113 4), PROJECT INFORMATION: Description of project: C UkE 1) ;\.L ,.•K:r - r" ce 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal & Water Supply ❑ New Construction 0 Single Family with Residence Addition attached garage Garage/Accessory Bldg. 0 Public Sewer Accessory Building 0 Single Family with Deck Relocation detached garage 0 Office/Commercial ❑ Private Sewer 0 Other: (specify) ❑ Multiple Family/Condo 0 Warehouse 0 Public ❑ Storage ❑ Public Water **Any earth movement may require 0 Commercial ❑ Other(specify) MCWD review& permits. 0 Industrial 0 Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 Iwww.minnehahacreek.orq I Estimated Construction Valuation (excluding land) $ ! g)q00 . - Packet Last Updated: 04/19/2013 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: �� i S lA'A ZIT-0LAJ,N) Description of work: P0L C, ,3A-P, , Septic review by: Al r/,✓-'�,/�,, Date Approved: /�_ Zoning review by: _ (J h' , Date Approved: `'�'4 ' if Building review by: -7 , \ i. Date Approved: -7/ /44 Grading review by: «' Date Approved: it Zoning District: 20- I A- Zoning File#: 14 - ZU 01 Reso#: 10 Reso Date: S'10 '(I' Mel a Zoning: Lot Area: SF/AC Width: Lot Coverage: SF _% Survey Submitted: %Yes 0 No Date of Survey: Z '2r'l 4' Revised date(?): Proposed Setbacks: Front(17a14) Rear(Street) ( N S O W ) ( N S E ) Other Buildings Wetland Si Side 2-411)' 51 140 ' Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) 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 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 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 (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 basement/crawl 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 EQUALS Defined building height Shoreland District MCWD Permit Received Average Lakeshore Setback Met? BluffzE J / 0 Yes 0 No 0 N/A 0 Yes A No Yes 0 No ❑ Yes ❑ No N/A 1 Permit Number: Setback: Stormwater Quality Existing Proposed Variance Required CUP Required .Overlay District Tier Hardcover Hardcover :, ?,.I I i_ es ❑ No ❑ Yes ❑ No i -,_i .) 3 ,',-:,. Type(s): Qllbw b 3 sioici,ii Type(s): E' nupKl Updated: January 2013 SI r U-( K.. v:\forms\plan review checklist 2013.docx REMARKS (in-house): Fees to be Charged YES NO Permit ,/ Plan Review r/ State Surcharge t/ Investigation Fee — — SAC-Number of SAC Units Other(specify) Square Footage $per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ 16;900 �� Orono Inspections Required Work Requiring Separate Permits Required State Permits O Site 0 Plumbing 0 Grading / Filling 0 Well O Hardcover Removal 0 Mechanical 0 Fire 0 Electrical O Footing 0 Septic 0 Water Connection O Poured Wall 0 Fireplace 0 Sewer Connection Foundation Survey 0 Masonry 0 Lawn Irrigation 0 Radon Rock Bed 0 Mfg. O Framing 0 Other(specify) O Insulation XAs-Built Survey O Final O Wetland Buffer O Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx City of Orono 90NO ®p�No Hardcover CalcuIati n W rksh Property Address: wits_ K Prepared by: Date:"+-ck t9 Stormwater Quality Overlay District Tier: (Circle one) OierTier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Exampl (Garage) (24' x 30') (720 S.F.) e) A pv (o x L1 - ,L13✓ S.F. B A`P<-1 L-r 9471 r,.�A ° 1,2o y vIt r l3 -'rod S.F. w�oR.cr VaR,o,S 2,�7Z. S.F. D Pca,� y x '/Y S.F. E �,a,J De,r rrL,Ja,� bos-,.✓%'., d4r.I La2-7 S.F. F S°oc 1,4t k 1:1 - , / f3 S.F. S'DE i,1ac K f'tnifsTtitsl) Z x ?e7; 70 S.F. H LArlpScAIt ,rtx64. Azov $'yt, 7E7Z 197A 2) 1,57 7 S.F. j?tcK 2.sx5,1 f 27.5"r 2Z,5- 7 7 7 S.F. 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. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 2 i, 2 uN S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover v S.F. (3) Net Existing Hardcover [Subtract line (2)from line (1)] 71,2 Lei" S.F. (4) Total Lot Area ^2,2, E <; S.F. Existing Hardcover Percentage [(3)_(4)] '7, /3 (Proposed Hardcover next page) Packet Last Updated: 04/19/2013 Page 14 of 23 4/10S w,i., , 2T° "-' X43 /9 5- fib- 1y ALB RG po(...Q, e/11?-1"--/ 11 si ENN' Purlin Analysis Spreadsheet for Post-Frame Buildings Project Number. 2003-100 Project Name: NBI Gen.Engineering Purlin Material: SPF#1/#2(NLGA) Purlin Span Distance 8 ft Nominal Purlin Size: 2x4 Purlin Spacing(o/c) 24 in Support Type: Continuous purlins(pin/fix) Design Snow Load 35 psf Roof Slope(inches per foot): 4 /12 Support Width(Truss): 1.5 inches Purlin Orientation: Vertical CONCLUSION:The selection PASSES with a Unity Check of 0.96,which should be 1.00 or less. Selected Material Properties: Flat Use Factor,Cb, 1.0 Tabular Bending Value Fb 875 psi Base,b 1.5 in Tabular Shear Value F, 135 psi Depth,d 3.5 in Modulus of Elasticity,E 1400000 psi Section Modulus,S,e 3.06 in3 Size Factor(for Bending),CF 1.5 Moment of Inertia,I. 5.36 in4 Intermediate calculations reuired to evaluate purlin acceptability: Uniform Purlin Load,w = 68.9 plf =(Snow Load +0.8)*horizontal spacing+1.0 Purlin Span,1 = 94.5 inches =(Span Distance-support width) *12 inches/foot Beam Formulas for Selected Configuration: Results: Maximum Moment(in•lbs) — (w•1"2)-8 Maximum Moment = 5127 in•lbs Maximum Deflection(inches) _ (w•1^4)-(185•E•I) Maximum Live Deflection = 0.34 inches Location of Max.Moment —Fixed End Max.Deflection+Span=L/ 278 Maximum Shear(lbs) = (50w•1)+8 Maximum Shear(lbs) = 339 _lbs Check results to NDS/ASD 2001 Criteria: Unity Checks (actual -allowable) Allowable Moment = 5,316 indbs Check for Bending 0.96 FbxqxCoxCrxCfuxS. = Allowable Shear =2/3 F„xCDxA= 543 lbs Check for Shear 0.62 Allowable Deflection =L/150 = 0.63 inches Check for Deflection 0.54 Worst Case Unity Check: 0.96 Controlling criteria is Bending =5127 in•lbs Assumptions "Built-in" to this spreadsheet and applied to all calculations: 1 Snow Load +Dead Load governs bending and shear values,duration of Load C0 = 1.15 2 Live Load deflection limit L/150 is based upon live load(snow) only. 3 Purlin spacing cannot be greater than 24"o/c. Cr -1.15 4 Dead Load based upon 0.8 psf for steel sheeting with fasteners and 1 plf for the purlin itself. 5 Formulas,Analysis and Properties in accordance with NDS/ASD 2001 by AF&PA,American Wood Council. 6 Continuous purlin analysis models the last building bay as fix/pin and does not take credit for any overhang on the endwall. If purlins will not overlap 24" at each splice,or if they are hung between trusses,use the Set-In purlins. 1 hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I am a r-- 1 i duly Ucensed Professional Engineer under the laws of the State of Minnesota. Ems. .. Namer Aaron . Halbera •.E, License* 42076 r,F:31 Signature: d►oL'L.•.. v.•o41,... Date: LI 25'209 STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms= 0 Wood/Frame b.Width (ft.)= Number of garage stalls: 0 Masonry Areas in square feet Attached = ❑ Metal Vig Pole Bldg. c. Basement= Detached= 0 ICF d. 15`Story = 0 On-site Prefab e.2"d Story= 0 Off-site Prefab f. '/2 Story = ❑ Other(please specify): g.Total Area= ZZ.c% .. REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ 0 Permit Application ❑ ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ ❑ Survey(meeting all requirements) ❑ 0 Stormwater Pollution Prevention Plan ❑ 0 Hardcover Calculation(s) ❑ 0 Septic System Site Evaluation Report ❑ 0 Access Permit ❑ 0 Wetland Buffer Improvement Plan ❑ 0 Engineered Plans for Retaining Walls 4 feet or above ❑ 0 Minnehaha Creek Watershed District Permit(s) ❑ 0 Plan Review Fee ❑ ❑ 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. Applicant's Signature: Date: (73/01 Owner's Signature: I � Date: 3'.z`; /of Packet Last Updated: 04/19/2013 Page 23 of 23 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen 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. T)E1Z.EV-- Itis Ae-4, First Middle Last 4-70S- Address 70SAddress na)A-c UkA4 i ( rz 2 S i LUg ZO City State Zip Phone I u derstand my rights as stated above. A Signat 0....L..t I.,,..I L.,....,.,.. AAMn/•J/11O I DATETIME CITY OF ORONO CALLED IN f'",".2...—/ 4 . INSPECTION NOTICE ,...SCHEDULED b - -/4 AO' 30 PERMIT NO. c7`01/`i- 017 3 COMPLETED o ADDRESS `i 7c .7 P/ ' /QLD OWNER4-112114-14-- tr4 TELEPHONE NO. /oz- 4y CONTRACTOR �; DESCRIPTION ,9It - grz,i,I- L CI FOOTING CI PLUMBING FINAL CI EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS " ❑ FRAMING 0 MECHANICAL FINAL QIII TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. LI FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v CIPLUMBING RI CISEPTIC FINAL CI FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: L.f / nb rece ''& -F C sFietf ./jycc1�•K j A) Pr c7 V15 e '1-"-455 0 5, IerDfi ipc roo ° f /4 1► K.5 0 / `( 0`C 0 (Je r rep !i" a- affrtsv e Q f�,0/4•i W Q /( re3 Cc i Le ed��y. W W ior]i ,f ,v5`J wash 4114/1s4� 4114/1s4Del 1 w4p C-*i24 cc O W n.1 fn urt.. Q 17.1 '-0 --144A-7 r T w r4 5 D t?N-C O /4tv0 G95r (six/ AA4600d= Lu ❑WORK SATISFACTORY:PROCEED O PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 2 ECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: N.' f(L? Inspector / r.-- M- ite Copy/Inspector's File Canary CopylSite Notice O p DA(T� TIME CITY OF ORONO CALLED IN �1 INSPECTION NOTI E SCHEDULED (0 5 1�F 9.O PERMIT NO.c220/`f—c10•4- ?0/`�'—O ° ( COMPLETED ,�,,/ ADDRESS 7' 705 It &-/b lYt. , C OWNER TELEPHONE NO.6,12- 732 lo9Z0 CONTRACTOR LOO k Lyle s DESCRIPTION Specs-AN.- --h--USS about' Issues Lu ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS v ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL ❑ INSULATION 0 WOOD BURNER/FIREPLACE �0 SSII E INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP .P�PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ---❑ 111COMPLAINT v 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP Lki ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO vv3 COMMENTS: cc W a cc J © _ a� � � .:_ . _ ILi -1- - 0 —:/ • e '-C✓' Asza_ _ .NA-, '4- - -— 4 y r�1 W ccc` 0 ,---t c' - ,:..)IX-AfPidt, --1,,,, ,2-(Aift(, ,_' '.$2,,* fitt (Mr, / Z W 2 G Lu ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V, EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952 4600 Owner/Contractor on site: C^ r Inspector. (.1 t White Copyllnspector's File Canary Copy/Site Notice D.TE TIME CITY OF CC NO ALLE� /5/ INSPECTION NOTICE _it,- SCHEDULED Al . L V--70 PERMIT NO.� ?/( 0002 COMPLETED ADDRESS l -7 05 CUa kti'v"e-t)%') 4/ OWNER TELEPHONE NO. 7(�llOQgc /\} CONTRACTOR o( � Z l ,'ldL �Jl�s ^ DESCRIPTION vec / A f' #6/05 J' 4i▪ CIFOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS H 0 FRAMING ❑ MECHANICAL FINAL El 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 _ CI DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPT/ FINAL 1=1FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU: I, Y _NO to COMMENTS: n 6,0r:t--4.) LLi r � 0 W / `f cc / Q /2 W z W cc d WQ IDWORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑IS CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED El STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in an - '' I , '-4600 "1;'`'OwnerlContractor on site: ,'" Inspector. White Copy/Inspector's File Canary Copy/Site Notice Christine Mattson From: Christine Mattson Sent: Wednesday, April 16, 2014 3:54 PM To: 'kelly.derek@mac.com' Cc: Melanie Curtis Subject: Escrow Agreement#2014-00278/4705 Watertown Road Attachments: Escrow Agreement- Building Permit w Erosion Control 2014-00278.pdf Hi Derek, Per our telephone conversation this afternoon, attached is an updated escrow agreement. Please sign and return. Also, the phone number for the Minnehaha Creek Watershed District (MCWD) is 952-471-0590. Please contact them directly to discuss your project. We will need either a copy of the permit the MCWD issues or documentation stating your project doesn't trigger their permitting requirements before we can issue the building permit. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 19,2014 Monday-Thursday: 7:30 am to 5 pm / Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 26, 2014 (Memorial Day) 1