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HomeMy WebLinkAbout2017-01207 - addn/remodel/repair CITY OF ORONO1'�' II I I' * 2750 KELLEY PARKWAY * 21 7 - 0 1 2 7 DATE ISSUED: 01/04/20182018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 795 OLD CRYSTAL BAY RD N PIN : 28-118-23-34-0003 LEGAL DESC : UNPLATTED 28 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : INSTITUTIONAL-SCHOOL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 326-SCHOOLS AND OTHER EDUCATIONAL VALUATION : $ 17,000,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,WATER,SEWER,AND ELECTRICAL APPLICANT PERMIT FEE SCHEDULE 73,454.92 STATE SURCHARGE(VALUATION) 2,100.00 KRAUS ANDERSON CONST CO. PLAN REVIEW W/STATE 18,363.73 8625 RENDOVA ST CIRCLE PINES,MN 55014 S.A.C. 42,245.00 (952)249-9679 TOTAL 136,163.65 Payment(s) CHECK 201845 136,163.65 OWNER 278,ORONO SCHOOL DIST NO. 795 OLD CRYSTAL BAY RD N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances 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 request-• ' • ance with th= 4te Building Code.This permit may be _42111111 . •au mcg. ._1 �� I l l / Y App lean"•ermitee Signa e Date Issued By S'"ature Date CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS ��l V Mailing Address: Permit number: c O/1-o/a�C7 ` PO Box 66 Crystal Bay, MN 55323-0066 Date received: 9' -37-/ 7 Street Address:' Received by: est L� 2750 Kelley Parkway Plan review fee:f lkfSFi��� Orono, MN 55356 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 795 N Old Crystal Bay Road, Long Lake, MN 55356 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑x 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: Kraus-Anderson Construction Company State License# N/A Expiration Date: Phone: (cell) 763-234-5645 (office) 763-792-3686 Mailing Address: 8625 Rendova St. NE, P.O. Box 158 City: Circle Pines ZIP: 55014 Contact Person: Jason Peterson Applicant is: [Contractor I / Homeowner (circle one) Email and/or Fax: jason.peterson@krausanderson.com PROPERTY OWNER INFORMATION: Name: Orono Public Schools - John Morstad Phone (day): 612-449-8300 Address: 685 N Old Crystal Bay Road City: Long Lake ZIP: 55356 Email and/or Fax jmorstad@orono.k12 .mn.us ARCHITECT I ENGINEER INFORMATION: Name: Wold Architects and Engineers - Eric Linner Phone(day): 651-227-7773 Address: 332 Minnesota Street, Suite W2000 City: St. Paul ZIP: 55101 Email and/or Fax: elinner@woldae.com PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction 0 Single Family with 0 Accessory Bldg./Garage El Addition attached garage 0 Deck 0 Public Sewer ❑Accessory Building 0 Single Family with 0 Office/Commercial ❑ Relocation detached garage 0 Residence 0 Private Sewer ❑Other:(specify) 0 Multiple Family/Condo 0 Retaining Wall(s) ® Public 4-feet or greater 0 Public Water **Any earth movement may also require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Private Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) ®Other(specify) 15320 Minnetonka Blvd Public School Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.m innehahacreek.orq Estimated Construction Valuation (excluding land) $ $17, 000, 000 . 00 Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= N/A 2. Occupancy: ! -.:E M b.Width (ft,)= Number of garage stalls: 3. Occupant Load: ' 112 Areas in square feet Attached = ''''A c. Basement= 55,591 Detached= NA 4. Type of Construction: d. 1't Story = 26,179 /+ e.2nd Story= %,466 5. Code Edition: Z2/- f. '%Story = g.Total Area= L24 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ l Building Permit Escrow Agreement and Fees ® 0 Plan Review Fee ® ❑ Completed Application Form ® ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'A x 11 set ❑ ® Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ ® Survey—2 full size,to scale(meeting ALL survey requirements) ❑ l Hardcover Calculations ❑ ® Septic System Certification l 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ® 0 Landscape Walls and/or Retaining Wall Plans ® 0 Stormwater Pollution Prevention Plan (SWPPP) ❑ l Access Permit ❑ ® Data Privacy Advisory Form 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: D5/2E/2317 Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW9v ((/CHECKLIST FOR NEW STRUCTURES / ADDITIONS ~� Address: 7/ (i/� Cis' c40( /4( v g(-.54 Permit No.:� [ `7-- 6 / Z © Description of work: A y Cei Ai , -I-7 or/ Date Rec'd: q f 27//7 Septic review by: Date Approved: Zoning review by: /2 Date Approved: Building review by: 77 //��� Date Approved: 721/4ig i7 Grading review by: Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF I AC Width: Lot Coverage: SF 0/0 Survey Submitted: D Yes D No Date of Survey: Revised date(?): Landscape plan submitted? D Yes D No Landscaper: Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet)= 50%= L.F. below grade Basement? 0 Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from highest existing the highest point of the roof. START WITH grade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof highest point of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to the low pointof the window and the highest point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes No Permit Number: D Yes D No D N/A D Yes No D N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) Yes D No D Yes D No 1 2 3 4 5 Type(s): Type(s): Fees to be Charged YES NO Permit Plan Review State Surcharge (�- Investigation Fee ✓ SAC—Number of SAC Units /7 e bie Other(specify) (✓ Square Footage $ per Square Footage Basement X = $ 1 Sf Floor X = $ 2nd Floor X = $ Garage X = $ 647 Estimated Construction Value: $ / (J O01 000 Orono Inspections Required Work Requiring Separate Permits Footing 0 Site ,A Plumbing 0 Grading/Filling D Poured Wall 0 Silt Fence/Erosion Control *Mechanical 0 Fire D Foundation Survey 0 Hardcover Removal 0 Septic Water Connection D Foundation Waterproofing Other(specify) 0 Fireplace Sewer Connection A Framing 0 Masonry D Lawn Irrigation A Insulation 0 Mfg. 0 Landscaping D As-Built Survey D Other(specify) Final /D Lathe Required State Permits D Other(specify) 0 Well ffc Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: D See Builder Acknowledgement Form D Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 7\fnrmc\nlan naviow rharklict 1f 9f11rinry Roger Peitso From: Roger Peitso Sent: Thursday, December 28, 2017 2:28 PM To: 'Puncochar, Robert' Cc: Jeremy Barnhart; McCoy Justin Subject: Fees Rob, I was just double checking the paper work for the fees and I had charged you for 22 SAC units and the review letter from the Met Council was for only 17. Here is the new total$136,163.65 I apologize for the confusion. Enteroder*sl 100411001,b1 -feesA�* a ds 9 r` 'Se?: 4WD , 4001141114 1 Permit Fee Schedule $73,454.92 ❑ 17000000 VALUATION 2 State Surcharge(Valuation) $2,100.00 ❑ 17000000 VALUATION , 3 Plan Review WI State $18,363.73 ❑ City of Orono Roger Peitso Building Official Phone: 952-249-4600 Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 'iLOAti-, • it G 1 • Roger Peitso From: Roger Peitso Sent: Thursday, December 28, 2017 8:51 AM To: 'Puncochar, Robert' Cc: Jeremy Barnhart; McCoy Justin Subject: Fees For Orono Activity Center Rob, Here is a breakdown for the fees for the rest of the project beyond the Footings Only Permit. The total will be$148,588.65 and this includes the SAC fees. Any questions please don't hesitate to call. aM � "£' .4Z su' awa.,, �, ". 1 rot „-p.�,...•I "` ' r ..,... <a >,. ..^.✓,_„�,r ..: _ r �r'. m:. j. .. x�i�� _x�',r:U.'6'e'".,m_� �.rs.i:s. ..-N>"� der'i�',h,�. „p,�.ir, 4*� is 1 s i ' r e 9s+ s s ,r.7,.s �. W ;PQ4..ax f-v _. d . k,h_e �5,�,6.. F1:7 raft F r-��t�rri�ilr 1 X1-,7 -12 in ?i n iCiLII iii U_ILTISPd ry 2 State Surcharge(Valuation) $2,100.00 ❑ 17000000 VALUATION '3 Plan Review w/State $18,363.73 ❑ 4 S.A.C. $54,670.00 ❑ 22 SAC UNITS City of Orono Roger Peitso Building Official Phone:952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 4 ��KESHa�� 1 • 2638 Shadow Lane BO LTO N Suite 200 & Ni E N K Chaska,MN 55318-1172 Real People.Real Solutions. Ph: (9521 448-8838 Fax: (952)448-8805 Bolton-Menk.com November 21, 2017 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono, MN 55356 RE: Orono High School Fieldhouse Addition Engineering Review#1 Dear Adam: As requested,we have completed an engineering review of the documents submitted for the above referenced project. We offer the following observations, comments, and recommendations for your consideration: 1. Stormwater management proposed for the site to meet City,MCWD,and State requirements will use a wet retention pond and irrigation system using water out of the pond. The following should be considered regarding the proposed system: a. The intake for the irrigation wet well is proposed at only 1.5' above the pond bottom. A minimum 4.0' dead storage below the irrigation supply intake should be provided to allow sufficient storage for sediment deposition. The proposed system appears to have adequate impervious surface draining to the pond and pond storage to accommodate this revision and still provide over 90%reliability for the irrigation area proposed. b. The irrigation wet well should be relocated from the middle of the pond slope to the top in a flat area to allow easier access. c. The Metropolitan Council recommends treatment for reclaimed stormwater to meet regulatory limits based on the California Water Recycling Criteria,Title 22 Code of Regulations(same as the Minnesota State statute requires for reclaimed wastewater). For open access landscape areas (parks,playgrounds, schoolyards,ball fields,etc.),the irrigation supply should meet a total coliform limit of 2.2/100 ml. This level of treatment would require oxidation, filtration, and disinfection. The treatment system design should be submitted for review to verify adequate level of treatment will be provided. d. Irrigation rates should be monitored in perpetuity to verify reuse volume necessary to meet regulatory requirements is being provided by system. Reports should be provided annually to the City to confirm correct usage rates and allow City staff to complete MS4 reporting. e. If a complete review of the irrigation system is desired, irrigation plans and design calculations should be submitted for review. 2. The applicant will be required to obtain Minnehaha Creek Watershed District(MCWD)approval and permitting for their Erosion Control and Stormwater Management Rules. A copy of any approvals or permits required should be submitted prior to Final Plat approval. 3. The applicant has obtained a General Construction Permit(NPDES)to discharge stormwater associated with construction activity since more than 1 acre will be disturbed. A copy of the permit has been submitted to the City. H:\ORNO\C13113299\Orono High School\OronoHS-Review-1-2017-11-21.docx Bolton&Menk is an equal opportunity employer. MCES USE:Letter Reference: 171212A1 Address ID:17196 Payment ID:407308 Date of Determination: 12/12/17 Determination Expiration: 12/12/19 Greetings! Please see the determination below. Project Name: Orono High School Activity Center Project Address: 795 North Old Crystal Bay Road Suite#/Campus: N/A City Name: Orono Applicant: Eric Linner,Wold Architects& Engineers Special Notes: None Charge Calculation: Office: 1098 sq.ft. @ 2400 sq.ft./SAC=0.46 Meeting: 1907 sq.ft. @ 1650 sq.ft./SAC= 1.16 Classroom: 1945 sq.ft. @ 420 sq.ft./SAC=4.63 Gym/Auditorium—seats: 534 seats @ 110 seats/SAC=4.85 Fixture Units: 21.00 fixture units @ 17 fixture units/SAC= 1.24 Showers—multi-user: 5 shower(s) @ 1 shower/SAC=5.00 Total Charge: 17.34 Credit Calculation: N/A Total Credit: Net SAC: 17.34 —or— 17 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: cors.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram Jclo I,Dh, .til . fin )rn61 .1iJoI '11-,t 01 slit tlUt-()tip,L'tr1 METROPOLITAN COUNCIL • Orono High School Fieldhouse Addition Engineering Review#1 Page 2 4. The applicant will be required to submit a Maintenance Agreement for all stormwater management structures and facilities. The agreement should define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities, and designate who will conduct inspection and maintenance activities. 5. Record drawings must be submitted upon completion of the project. 6. If topsoil is to be stripped off disturbed areas and stockpiled on site, stockpile locations should be indicated on the Sediment and Erosion Control Plans, and siltfence should be indicated around stockpiles to limit potential for migration of sediment off-site. 7. A detail for the Concrete Washout Area should be included on the Site Details sheets. 8. Retaining walls greater than four feet in height are proposed. Walls four feet or greater in height must be designed by a licensed Professional Engineer. Fences should be indicated for all walls four feet or greater in height,and details should be included on Site Details as appropriate. 9. If the North Ball Field is intended to be used for football and soccer,the field should be graded to recommended field guidelines. The applicant should consider using the traditional crown method to design slopes for rectangular fields. Revisions to ditch grading and storm sewer may be necessary to accommodate correct field grading. 10. Riprap quantities should be indicated on the plans to ensure adequate amount of riprap is provided at storm sewer outfalls. 11. Manhole 101 should be replaced with a Pond Outlet Control Structure that conforms to the pond slope. A detail should be provided on the Site Details sheets. 12. Perimeter erosion control protection should be provided in all locations down gradient from proposed disturbed areas. Additional siltfence appears necessary on the west side of the North Ball Field and around the proposed stormwater pond. 13. Proposed sediment control logs should be curled upslope on the ends to direct runoff toward the center of the control measure. 14. Turf reinforcement mat should be provided on the pond's emergency overflow to limit potential for erosion during extreme events. If you have any questions or comments,please contact me to discuss. Sincerely, Bolton & Menk, Inc. ,6ZOte'ig Robert E.Bean,Jr.,P.E. Water Resources Engineer H:\ORNO\C13113299\Orono High School\OronoHS-Review-1-2017-11-21.docx Bolton&Menk is an equal opportunity employer. DATE TIME\( CITY OFEC ORION NO CALLEDHEDL INSPECTION N TICE DI 2_0q SCHEDULED ‘ArMta PERMIT NO Il COMPLETED ADDRESS 1--GS O c- OWNER TELEPHONE NO V-2 1.-hq, 3103 CONTRACTOR K1CtJL$ 4 . DESCRIPTION •- IQ ❑ FOOTING 0 D:MO-FINA. 0 SEPTIC FINAL Q ❑ POURED WALL 0 PL :ING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWN ERICONTRACTOR TO MEET YOU:_YES_NO c4 COMMENTS: cc W Q. o y/4.S Ala (---"P 11/1 fij r �zr'4 '' i J t(4 -- /DO2 ki 0 "cjQ #/%,,r,99" � /t 6 t or -Fool /.fryu/cruelokl ,544,81 2 . (X ct d c(32,14-(401e_c(32,14-(401e_W z W k d W P. •RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑ •RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY (..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCon r on site: Inspector. Glop � x� White Copy/Inspector's File Canary CopylSite Notice DATE TIME / CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. tOi 7 `0iZO7�COMPLETED ✓ Z 7 1B 7 m0 ADDRESS 7(e5-- OG C� Cys / a �j.®c j OWNER / /ETELEPHON NO. CONTRACTOR X yic Q;(2<er‘f.a� DESCRIPTION eCe' `L ea- ' W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 4.Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT QW ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE ElSEPTIC INSTALL LT Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO Le) COMMENTS: fiJ / n -& A q--i -i-039' 0 r, c;/( -Cx (5 bs top,4 ,,,5- c -14'4,r cc LLc,uL ,AT ©cliff ' , ,„ - . 0 Amvlc 5/-ec15 --61o/-i Pmt9i7ee`- ex{ , d W .6/161 v 4 -f-O v'eri ( Iv►,pect/(OH m aLSeciLGles c C J a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CC CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY CJ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN IDSTOP ORDER POSTED.CALL INSPECTOR ID CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site: Inspector. C e4 White Copyllnspector's File Canary Copy/Site Notice 1 DATE TIME\( CITY OF ORONO CALLED IN INSPECTIONAQTICE 01207 SCHEDULED It-Ei PERMIT NOS7 1Jfl COMPLETED ADDRESS JS Oc-R OWNER TELEPHONE NO V-2 thq. 2(d� CONTRACTOR Krcw . ,---1 3 DESCRIPTION •- tU ❑ FOOTING 0 D: O-FINA, 0 SEPTIC FINAL Q ❑ POURED WALL 0 PL :ING RI 0 EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL 0 ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO vvi COMMENTS: cc W Q. % _i-i/ISef,v-itt Apadet---/-' 4-00 RI r/ 01 qv 1.4 Altz0 la c4 -- loo p 4. W z W cc a W •RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE IX 0 •RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY `O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con r on site: Inspector. GIt.t. White Copy/Inspector's File Canary CopylSite Notice