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HomeMy WebLinkAbout2014-01060 - addn/remodel/repair CITY OF ORONO * 2014 - 01060 * 2750 KELLEY PARKWAY DATE ISSUED: 10/27/2014 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS 1000 WILLOW DR S PIN : 10-117-23-21-0004 LEGAL DESC : UNPLATTED 10 117 23 LOT 000 BLOCK 000 PERMIT TYPE ADDITION/REMODEL/REPAIR PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 340,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,LAWN IRRIGATION,ELECTRICAL(STATE) ADDITION AND DETACHED GARAGE APPLICANT PERMIT FEE SCHEDULE 2,496.75 HOMES BY LEGACY STATE SURCHARGE(VALUATION) 170.00 P O BOX 245 TOTAL 2,666.75 EXCELSIOR,MN 55331- Payment(s) (612)270-6214 CHECK 5073 2,666.75 Minnesota State License#: BUIL-BC667652 OWNER KLOMBIES,LINDSAY&ANNA 1000 WILLOW DR S WAYZATA,MN 55391 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 f assuring all required inspections are requested in conforma ith the Stat uilding Code.This permit may be revoked at any ti or due cause. d p / Applicant Permitee Signature Date Issue By Signature Date CITY OF ORONO � d, BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS j �O1V Mailing Address: Permit number: o PO Box 66 Crystal Bay, MN 55323-0066c Date received: Street Address: �V Received by: � d lC� y 2750 Kelley Parkway 1 I1 Plan review fee: a C E Orono, MN 55356 i I� SHO�� Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: ,, Job Site Address: r �,. ,�,' So t„ 6 b0 o l�l S-57 31 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes XINO 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 i APPLICANT INFORMATION: Name: go �3 V LQ q rtiCu State License # g (ovi &pq-k Expiration Date: 3 3/ /a,0 Ic Phone: (cell) C,12- z70Ga/y (office) SG Mailing Address: P,p /3 x qj City: cycfts;ov- ZIP: t Contact Person: 5,e+c, h Applicant is: on ract / Homeowner (circle One) Email and/or Fax: 5Z4- (,,.,_ ,Ne1 �? (ec at�i bn�'l .rs co v►. PROPERTY OWNER INFORMATION: Name: �t>,,d g•►,� f/�w.1•� Ktvy►, 'les Phone (day): �I�— GAG 7— flCo SG Address: 1000 Wl''tilow Q���� so�lt, City: 6�0 ,,o ZIP: J 3 q _ Email and/or Fax - ARCHITECT / ENGINEER INFORMATION: Name: S54 K$m Phone (day): j�p Address: lS-0 Sowk-., ar�,�t�„ City �ayi wFvi ZIP: S—�3�� Email and/or Fax: r5 Yh S-VeLien Q) 5a.+t.rt Co W\. PROJECT INFORMATION: Description of project: ou14 `ova wli L)0C, ,eZ 1.Type of Project 2. Proposed Use 1 3. Structure Type 4. Sewage Dispogal & Water Supply ❑ New Construction Single Family with 9 Residence (Addition attached garage XrGarage/Accessory Bldg. ❑ Public Sewer ®Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water "*Any earth movement may also require I ❑ Commercial ❑ Other(specify) MCWD review& 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 www.minnehahacreek.or Estimated Construction Valuation (excluding land) q00 00 0 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms = ❑Wood/Frame b.Width (ft.)= Number of garage stalls: ❑ Masonry ❑ Metal Areas in square feet Attached = ❑ Pole Bldg. c. Basement= Detached = ❑ ICF d. 151 Story = ❑ On-site Prefab e.2 d Story= ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Permit Application ❑ ❑ Pro osed Buildin Plans ❑ ❑ MN State Ener Code Calculations andMechanical Code Re uirements Form ❑ ❑ Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ❑ ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANVOWNER 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 1 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: Owner's Signature: Date: PLAN REVIEW CHECKLIST FOR NEW cSTRUCTURES / ADDITIONS Address/Permit Number: 1.00C) W Ow 4. Jww) Description of work: Septic review by: Date Approved: p Zoning review by: Date Approved: 10. 1 4f Building review by: MAAU, Date Approved: 149 -ZZ ' Grading review by: 1A Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Covera e: /�`- ! SF L% Survey Submitted: XYes 0 No Date of Survey: �'Cl Revised date(?): Proposed Setbacks: Front( e�- Rear(S et) ( v S E W ) ( N S E W ) Other Buildings Wetland Side 3b Side 56 t~ r -77' ✓!t tY 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 The distance between the top of slab and space)and the highest point of the roof. START WITH 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 rogto`fhe 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 f point of the roof roofA ALL OTHER ROOF TYPES(flat, ALL OTHER ROOF TYPES(flat, mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to -`(BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation. GRADES) highest existing grade adjacent to the GRADES foundation OR 10 feet(whichever is less). EQUALS Defined building height EQUALS Defined building height Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff 0 Yes 0 No 0 N/A 0 Yes 0 No Yes 0 No 0 Yes 0 No 0 N/A Permit Number: Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 2-L3 S " ��I S 0 Yes 0 No 0 Yes 0 No 17 �70 Type(s): Type(s): Updated: January 2013 v:\forms\plan review checklist 2013.docx a REMARKS (in-house): t E_�C vj Pwe tA Zvi �; SSS Fees to be Charged YES NO .Permit. K Plan Review ./ State Surcharge Investigation Fee .SLAC �Niumbelraif=SAC ilnllts�, . =' `"� `X � Other(specify) Square Footage $per Square Foota e Basement X = $ 18t Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ -�`�('), CTO° Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site Plumbing 0 Grading/Filling 0 Well 0 Hardcover Removal �'Mechanical 0 FireElectrical Footing Septic 0 Water Connection 0 Poured Wall Fireplace 0 Sewer Connection 0 Foundation Survey 0 Masonry Lawn Irrigation 0 Radon Rock Bed ,p"Mfg. Framing 0 Other(specify) Insulation 0 As-Built Survey Final 0 Wetland Buffer 0 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 Andrew Mack From: Seth Landon [seth@homesbylegacybuilders.com] Sent: Monday, October 27, 2014 11:34 AM To: Andrew Mack Subject: Fwd: 1000 Willow Drive - No MCWD Permit Needed —Seth Begin forwarded message: From:Joey Handtmann <JHandtmann@minnehahacreek.org> Date: October 27, 2014 at 11:12:44 AM CDT To: Melanie Curtis<MCurtis@ci.orono.mn.us>, "Christine Mattson (Orono)" <cmattson@ci.orono.mn.us> Cc: "seth@homesbylegacybuilders.com" <seth@homesbylegacybuilders.com> Subject: 1000 Willow Drive-No MCWD Permit Needed Good afternoon, After preliminary review, it would appear that no MCWD permit would be needed for erosion control at 1000 Willow Drive. If you have any questions or concerns, please feel free to contact me. Thanks! Joey Handtmann District Representative Minnehaha Creek Watershed District 15320 Minnetonka Boulevard Minnetonka, MN 55345 Direct: (952) 641-4517 Main Office: (952)471-0590 Fax: 952-471-0682 www.minnehahacreek.org MINNEMAHA CREEK WATERSHED DISTRICT 1 od �� B oaf- ZO '-!S -3 w Planning . Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: August 13, 2015 G/L: 101-22205 Re: Escrow Refund Building Permit#201401060 pertaining to 1000 Willow Drive South is complete. Please refund $5,000 to the property owner Lindsay&Anna Klombies. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Lindsay&Anna Klombies 1000 Willow Drive S Wayzata, MN 55391 wAstreet files\willow drive south\1000\escrow refund 2014-01060.docc left BUILDING PERMIT&SSTS ESCROW AGREEMENT Orono Building Permit#2014-1060 AGREEMENT made this 23rd day of October, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Lindsay &Anna Klombies("Owners"). Recitals 1. A building permit application and plans for an upgrade to the existing subsurface sewage treatment system (SSTS) were filed for an addition to an existing residence and new accessory structure located at 1000 Willow Dr. South the("Subject Property"), legally described as: THAT PART OF NE 1/4 OF NW 1/4 AND OF GOVT LOT 6 ALL IN SEC 10 T 117 R 23 DESC AS FOL COM AT SW COR OF SAID NE 1/4 OF NW 1/4 TH ON AN ASSUMED BRG OF N 0 DEG 08 MIN 30 SEC E ALONG W LINE THOF 389.76 FT TH S 36 DEG 06 MIN 22 SEC E DIS 426.62 FT TO MOST ELY COR OF JOHNSTONS FRENCH LAKE 2ND ADDN AND ACTUAL PT OF BEG TH N 53 DEG 30 MIN 36 SEC E DIS 243.02 FT TH S 44 DEG 51 MIN 12 SEC E DIS 248.84 FT TH S 47 DEG 32 MIN 39 SEC W DIS 284 FT TO CENTER LINE OF WILLOW DR TH N 35 DEG 48 MIN 55 SEC W DIS 275.73 FT TO BEG EXCEPT ROAD(and more fully described in the certificate of survey on file with the application) 2. Owners request the City to review this application and plans. 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$5,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the 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 & Subsurface Sewage Treatment System (SSTS) 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, and Orono City Code Chapter 58 Article II - On-Site Sewage Disposal. 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 # 2014-1060 if compliance with the approved building permit and SSTS Stipulation Agreement & Design attached herein as Exhibit 1 is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when 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. Page 1 of 2 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 ORONO OWNER: By: drew Mack, AICP Lindsay or Anna Klombies Its: Community Development Director �0/2- 311 K Page 2of2 CITY OF ORONO 2750 KELLEY PARKWAY * 2 0 1 4 - 0 1 2 3 9 DATE ISSUED: 10/23/2014 ORONO, MN 55356- 952 249-4600 FAX: (952)249-4616 ADDRESS 1000 WILLOW DR S PIN 10-117-23-21-0004 LEGAL DESC UNPLATTED 10 117 23 LOT 000 BLOCK 000 PERMIT TYPE ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$5000.00 ESCROW IS TIED TO BUILDING PERMIT-2014-01060 APPLICANT ESCROW FEE-APPLICANT 5,000.00 KLOMBIES,LINDSAY&ANNA ESCROW FEE-DEVELOPER 0.00 TOTAL 5,000.00 1000 WILLOW DR S Payment(s) WAYZATA,MN 55391 CHECK 10015 5,000.00 OWNER KLOMBIES,LINDSAY&ANNA 1000 WILLOW DR S WAYZATA,MN 55391 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. Applicant Permitee Signature Date Issued By Signature Date City of Orono 2750 Kelley.Parkway Orono MN 55356 952-249-4600 Receipt No: 3.012090 Oct 23, 2014 Lindsay Klombies Previous Balance: .00 Permits 2014-01060 1000 Willow 5,000.00 Drive S 101-22205 Deferred Rev-Developer Deposit --------------- Total: 5,000.00 --------------- --------------- Check Check No: 10015 5,000.00 Payor: Lindsay Klombies Total Applied: 5,000.00 --------------- Change Tendered: .00 --------------- --------------- 10/23/2014 10:09AM 14XW1111891`3 /r ? 1r-1/910188 au QuVa M, �© > `' sac � iIYA�TA MN 68991 D DoHm t n Se- r r ' ioo L 5 N� MiTekE 2° MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield.MO 63017-5746 314-434-1200 Re: 93900 HOME BY LEGACY BWM The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Scherer Brothers Truss Divn. Pages or sheets covered by this seal: I23729442 thru I23729442 My license renewal date for the state of Minnesota is June 30,2016. Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan.speci- fication.or report was prepared by me or under my direct supervimon and that I am a duky Licensed Pro- fessional En�jpee�under the }s of the 91a4E`of Minnesota.,r X iz . VEN E.F X DATE REG.NO.21980 February 26,2015 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSl/TPI 1. Job• •Truss Truss Type Qty Ply HOME BY LEGACY BWM 1 UNIT YF 123729442 93900 Al Floor 12 1 Job Referenda o tions Scherer Brothers Truss Division, Albertville,MN 55301 7.530 s Jul 112014 MTek Industries,Inc. Thu Feb 2614:06:07 2015 Page 1 ID:2fnzHzk99AJh1KAL9RywdByMlkE-eQo—XZDM2F4?WAywYNUBeLvH9iK L21YrFNOFRzhF3E 0- H1 2 —I I--2°9d1d S 1:44.0 REMOVE RIGHT END RIBBON BLOCK. LUMBER AND CONNECTOR PLATES TRUSS IS 1r2"TOO LONG AT THE RIGHT END. TO BE CUT CLEANLY AN D ACCURATELY AND THE REMAINING PLATE MUST BE 0-0- 4 FULLY EMBEDDED AND UNDISTURBED. 4x8= 3x6= 3x4 = 3x6 FP= 3x6= 4x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 23 21 20 19 18 17 16 15 14 3x6= 4x10= 3x12 MT18HS FP= 4x4= 3x4= 3x8= 4x10= 4x6= ATTACH 24-AYERS OF 7/16"OSB GUSSET(7/16"RATED SHEATHING 24/16 EXP 1) TO FLAT FACE OF VERTICAL 13-14 AS SHOWN WITH 10d(3"X.131")NAILS 0-0$ PER THE FOLLOWING NAIL SCHEDULE:2 ROWS:SPACED @ 2"O.C. USE 3"MEMBER END DISTANCE. GLUE OSB LAYERS TOGETHER PRIOR TO ATTACHING TO TRUSS. 10-6-0 25-11-0 10-" 2-0-0 13-5-0 Plate Offsets(X Y)— 114:Edge 0-1-81 [17:0-1-8 Edael (18:0-1-8 Edoel LOADING(per SPACING- 1-4-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.52 16-17 >596 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.83 16-17 >373 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.10 14 n/a n/a BCDL 5.0 Code MNSRCJTP12002 (Matrix) Weight:101 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.13E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 210OF 1.8E(flat)'Except` end verticals. 14-19:2x4 SPF 240OF 2.OE(flat) BOT CHORD 10.0-0 oc bracing:14-21 WEBS 2x4 SPF Stud(flat) REACTIONS. (Ib/size) 21=937105-8,14=93710-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-285810,3-4=-285810,45=-431910,5-6=431918 6-7=-4319/0,7-8=-3 82 610, 8-10=-382610,10-11=-182510,11-12=-182510 BOT CHORD 20-21=011627,18-20--013714,17-18--0/4319,16-17=014277,15-16=0/299i,14-15=0f613 WEBS 5-18=-28910,4-18=0895,4-20=-97110,2-20=0/1396,2-21=-1833/0,7-17=-287/470, 7-16=-51210,1 0-1 6=0194 7,10-15=1323/0,12-15 /1456,12-14=-1105/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(Q 131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I Hereby certify that this plan,speci- frcntion,or report was prepared by me or under my direct supervision and that I am a duty,Licensed Pro- fessioeer under a Imus oft State of Minnerim. STEVEN E.FOX DATE REG.NO.219 February 26,2015 ©WARNING-VMfy desto perainelers end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 4F7473 rev a?/f640N5 BEFORE USE. Design valid for use only with MTek correctors.This design is based only upon parameters shown arxi is for an indMdvaI building component. App Ica biIty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.&acing shown is for lateral svppert of individual web members only.Additional temporary bracing to insvre stability during corshuction is the responsibility of theAiTek erem erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,dei�very,erection and bracing,consult ANSI/rMl a+dS►C*wb,DSSaf and SCSI SuSdng ConWonert 14515 N.Outer Forty,Suite 0300 So"Irtormabon available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Chesterfield,MO 63017 Symbols Numbering System l Safety s PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,Is always required. See BCSI. T r� C1-2 C2-3 2. Truss bracing must be designed by an engineer.For �'/16 4 wide truss spacing,Individual lateral braces themselves WEBS c3q may require bracing,or alternative Tor I T O p bracing should be considered. T �� 0� O 3. Never exceed the design loading shown and never IL �° U stack materials on Inadequately braced trusses. 4. Provide copies of this buss design to the building For 4 x 2 orientation,locate c 8 designer,erection supervisor,property owner and plates 0-1/,9' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane otjolnt required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitab/protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUM BERS/LETTERS. software or upon request. 8. Unless otherwise se noted,moisture content of lumber shall not exceed 19%at ilme of fabrication. PRODUCT CODE APPROVALS 9. Unless express/noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but m 2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ,x 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Mffek'� Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.02/16/2015 5a— DAT TIME C OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED PERMIT NO. COMPLETED .3101) ADDRESS OWNER TEL EPH6_4R_w_ . CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ? ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS (� NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ IC INSTALL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: ES_NO y COMMENTS! cc Friv"ttt IF COrP rpv�i�il 13514 IOWA c� — 4,1 taw - s ♦¢, O — t.Q Celt — O W cc Q 12 W Uj W W a>dbWKSATISFACTORY.PROCEED C3 PROJECT COMPLETE W%/❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 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 t inspection 24 hours in advance. (952) 249-4600 OIA ctor on side. Ins White CopyAnspectoPs File Canary CopyMo Notice DATE TIM/ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.fir)I Lk - b�O to b COMPLETED ADDRESS \ OCA 6 \-Q'.\X c­­ C-� OWNER TELEP ONE NO. �a�aha-�3ll0 CONTRACTOR Conn'aLdA' ct 5 a� �o sbsq � cLQ-L.1 DESCRIPTION \jj �— W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAWGRADING/FILLING ❑ POURED WALL El MECHANICAL RI ❑ LAKESHORE/WETLANDS y Q EI 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 ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: QC 6 4r— ac r Q 44�1( ✓ �Qc ' /J Z -i- �✓L Gc� �S�` sia� o� I've Z ear— cc 0� Gam✓ .�F � r.�e.Q/Su'�� W ❑WORK SATISFACTORY:PR9(E ❑ PROJECT COMPLETE Qr /Tp99Q�iECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY Uj O(/❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN 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 Own /contractor on si r� Inspecto White Copy/Inspector's File Canary CopylSite Notice C/ DATE TIME CITY OF ORONO CALLED IN /� INSPECTION N TIC SCHEDULED PERMIT NO. !� U COMPLETED-I ADDRESS /DSD ZO OWNER TELEP ONE NO. CONTRACTO C��•/� DESCRIPTION vt�`'"' XZOOTING ❑ PLUMBING FINAL ❑ EXC /G ADING/FILLING Q ❑ POURED WALL C1 MECHANICAL RI El LA ORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINA0 L ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: Stdt& kg — Rew 51.,veY 1b de prO cc a _ �S• 4:21, Aokse Gpaaero.., odd `"X!o" DQ/ Akpt — �. cc W W Q J Cl ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CccECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal xt inspection 24 hours in advance. (952) 249-4600 O 6ctor on site: '� k Inspector. its CopylInspector's File Canary Copy/Site Notice 0— DATE TIME/ CITY ORONO CALLED IN INSPECTION NOTICE SCHEDULED 1 — PERMIT NO. 67(?/'•-& 6)COMPLETED ADDRESS Z � 24'11()CA 2 1 i>> OWNER TELEPHONE NO. 1�Iv7" CONTRACTOR �n�e � cnr-�'� DESCRIPTION W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXC V/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y Q ❑ FRAMING El MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEP FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:74YES_NO COMMEN cc W C 0 Oil 0 LL cc W Uj QC W ❑WORK SATISFACTORY.PROCEED ❑PROJECT COMPLETE QC RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY Uj O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. xt ion 24 hours in advance. (952) 249-4600 OwneCCont;ractor site: Inspector. White Copyllnspector's File Canary Copy/Site Notice `. DATE TIME CITY OF ORONO CALLED IN INSPECTION N TIC SCHEDULED — PERMIT NO. COM ED S ADDRESS �D 1 Jlr OWNER T LEPHONE NO/d/ CONTRACTOR DESCRIPTION U,(FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GI G/FILLING Q ❑ POURED WALL El MECHANICAL RI ❑ LAKESHOR ETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT r ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO FINAL C1 SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIONIREMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: .5a f6G,%1vs - Ak cc 4LaI i ca 4ti �— �GrtcQtKG ° r� 'el I&' �y-- W Q W v QZ j Lu PhV9RILSBTISFACTORY:PROCEED ❑PROJECT COMPLETE cc W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑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: Inspector. White Copyllnspector's File Canary Copy/Site Notice ATE TIME +' CITY OF ORONO CALLED IN L �� INSPECTION NOTIC SCHEDULED 7-3/-/S 9 PERMIT NO. '��� �>COM/PL �ED� ) ADDRESS OWNER T LEPHO CONTRACTOR DESCRIPTION W ❑ FOOTING [I DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL [I PLUMBING RI ElEXCAV/GRADING/FILLING h P FOU DATION WATERPROOF [IPLUMBING FINAL ❑ TREE REMOVAL ❑ RA ON SLAB ElMECHANICAL RI ❑ SITE INSPECTION Q ❑ F AMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W S BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: QZ W a J O QC O W Q W � W cc J O W ❑WORK SATISFACTORY:PROCEED XPROJECTCOMPLETE QC O CORRECT WORK&PROCEED UE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 ho u in advance. 249-4600 Owner/Contractor on site: Inspector. White Copylinspector's File Canary Copy/Site Notice y r � DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE (I v&OcHEDULED �� " PERMIT NO. 4—h /COMPLETED ADDRESS Z U00 �6���• !l � 1 //2 OWNER TELEPH NE NO.&IZ-;r?0 CONTRACTOR DESCRIPTION W ❑ FOOTING El DEMO-FINAL ❑ SE IC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y0 ❑ 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�EINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ PTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: W Q #O e� 4 ro^ W o g to 4 U� Z /`O vGr�` �t5�ls•!,� i� WPia 0� b1�,^s 6✓ sal B•i�'(r•w� ��� ��% Cc A),-,&t4s Mew • !o o r t li W [I WORK SATISFACTORY:PROC EKe '0 L1 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 11 CITATION ISSUED �ON REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ours in advance. (952) 249-4600 OwnertContractor on site: Inspector. 9 %N" White Copynnspector's File Canary Copy/Site Notice Q _ Y 17 s _ / %/7 A / _X 0 -- -- - -- i 969.2 -968,2 \' \sem - - s 968.7 _ 0 -----��7.7 i-CHAINLINK-_ I /1T NORTH x � / 970.3 --A ENCE 419- / \ 9� / - -- ° PROPOSED 968.2 \ / 6 /968.3 x 968.0 \� pR 969.9 DECK 968.4 ATE x 9 8.3 ��, x 9682 x 68.Q -967-7 414 �' 0 968.6 N 968.6 POOL968.6 x 9 7.7 / -A01s x 967.8 O N A� cp c 9 O \ a 970.2 968.6 968.5 0 x 967.6 9S� .p t7dy \ 26. 968.6 963.6 \ x 967.7 / ' `96 � O� 0 �� _ 20.3 - 0 9 .3 x 968.2 x \` PROPOSED \^ x 963.3 9 � 0 o b X70 3 g 0 �\chE(PbD L t/ ��� S �o o ADDITION \ Rk x 968-2 967.4 3��/ v 5.9\Fj �O o Q 969.8 GATE 968.2 \ o / / WOODS \��' b _ TE x x 998.1 DRIP LI1�IE / WOODS OF \ 970.5 g7o 3 35.2 9 LANDSCAPING 968.4 EDGE x 998.1 � 968.4 /�'.y 970.3/ /\ 9691 968.7 968.1 IED / x 966.7 g70 0 g68.4 ASH30Ul \ x 968.0 / PIN20 w 964.4 O/ moi% OT ��`- A O BEE -V4C 968.0 41 \ EM N DECOR , p,T10 \ Q6 968-5 -968.4 O 96 �� PROPOSED E�YWAY 68.5 / /% 69 �0 Al 3.5 o f3ao . DRIP LINE \ 9.3 - CONCRETE STAIRS AND967.8 1�j 9�1 � ,S)l Nj, g66.3 SIDEWALK WIL48 x 967.8 968.0 \' �� �� %� \ a, 66.0 x Q 959.8 966.1 �4V� - CONCRETE STAIRS AND-- N GFE 964.8 �\ C) 0 \ SIDEWALK I -STONE RAINING 1 65 7 LL O �\ Q �C) �� �� j g63.2 x 50.6 PINB N10 965 x g5g B \ 965.2 �\ 965.9 o \I- Q \ ' � � x 967.8 O� \ 5.6 � 960.0 963.3 \ 963.8- \ / 960.0 \ / \ � 964.2 x .... / 959.6 0s� 1910 / ---- -- - -\ --- S� �cb9 959.4 u' 62.4 � - / 59.2 f x 59.8 961.8 CO 95&7 959.2 x 958.7 / 0 961.0 / 958.4 J\\ VvP� -- \ DO 8.5 xIQ9 58.2 -- --, 58.4 957.9 s_ s _�b o� 57.5 / --- 56.9 956.5 x 55.7 SITE ADDRESS 1000 Willow Drive South, Orono, MN 55391 DESCRIPTION OF SUBJECT PROPERTY That part of the Northeast Quarter of the Northwest Quarter and of Government Lot 6 all in Section 10, Township 117 North, Range 23 West of the 5th Principal Meridian described as follows: Commencing at the southwest corner of said Northeast Quarter of the Northwest Quarter; thence on an assumed bearing of North 00 degrees 08 minutes 30 seconds East, along the west line thereof 389.76 feet; thence South 36 degrees 06 minutes 22 seconds East, a distance of 426.62 feet to the most easterly corner of JOHNSTONS FRENCH LAKE 2ND ADDITION and actual point of beginning; thence North 53 degrees 30 minutes 36 seconds East a distance of 243.02 feet; thence South 44 degrees 51 minutes 12 seconds East a distance of 248.84 feet; thence South 47 degrees 32 minutes 39 seconds West a distance of 284 feet to the centerline of Willow Drive; thence North 35 degrees 48 minutes 55 seconds West a distance of 275.73 feet to the point of beginning. NOTES This survey does not purport to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Contours shown inside the wooded areas were obtained from MNDNR lidar mapping. Area Information : Gross Area { DATE R/W Area = 9,133 Sq. Ft. - 0.21 Acres 20 10 0 10 20 40 SCALE IN FEET Net Area = 59,672 Sq. Ft. - 1.37 Acres CERTIFICATE OF SURVEY FOR: LINDSAY KLOM B I ES LINDSAY Existing Hard Cover Information: R = 3,082 Sq. Ft. 09/17/14 _____ _____ _____ _____ ----- Concrete Surfaces = 2,391 Sq. Ft. DRAWN BY Brick Patio = 456 Sq. Ft. _ 2 = 228 Sq. Ft. WAYZATA, MINNESOTA Retaining Walls = 124 Sq. Ft. ___ DBP ___ Bituminous Driveway = 2,398 Sq. Ft. Total Impervious Surface Area 1 Total Impervious Coverage = 13.8% Proposed Hard Cover Information: _ = 907 Sq.Ft. Prop. Open Porch = 257 Sq.Ft. Prop. Shed = 352 Sq.Ft. Prop. Storage = 80 Sq.Ft. Prop. Entry = 64 Sq.Ft Existing Buildings = 2,517 Sq. Ft. Concrete Surfaces = 2,327 Sq. Ft. Brick Patio = 456 Sq. Ft. - 2 = 228 Sq. Ft. Retaining Walls = 112 Sq. Ft. Bituminous Driveway = 2,398 Sq. Ft. Total Impervious Surface Area = 9,242 Sq. Ft. Total Impervious Coverage = 15.5% 4. _�b o� 57.5 / --- 56.9 956.5 x 55.7 SITE ADDRESS 1000 Willow Drive South, Orono, MN 55391 DESCRIPTION OF SUBJECT PROPERTY That part of the Northeast Quarter of the Northwest Quarter and of Government Lot 6 all in Section 10, Township 117 North, Range 23 West of the 5th Principal Meridian described as follows: Commencing at the southwest corner of said Northeast Quarter of the Northwest Quarter; thence on an assumed bearing of North 00 degrees 08 minutes 30 seconds East, along the west line thereof 389.76 feet; thence South 36 degrees 06 minutes 22 seconds East, a distance of 426.62 feet to the most easterly corner of JOHNSTONS FRENCH LAKE 2ND ADDITION and actual point of beginning; thence North 53 degrees 30 minutes 36 seconds East a distance of 243.02 feet; thence South 44 degrees 51 minutes 12 seconds East a distance of 248.84 feet; thence South 47 degrees 32 minutes 39 seconds West a distance of 284 feet to the centerline of Willow Drive; thence North 35 degrees 48 minutes 55 seconds West a distance of 275.73 feet to the point of beginning. NOTES This survey does not purport to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Contours shown inside the wooded areas were obtained from MNDNR lidar mapping. Area Information : Gross Area = 68,805 Sq. Ft. - 1.58 Acres DATE R/W Area = 9,133 Sq. Ft. - 0.21 Acres 20 10 0 10 20 40 SCALE IN FEET Net Area = 59,672 Sq. Ft. - 1.37 Acres CERTIFICATE OF SURVEY FOR: LINDSAY KLOM B I ES LINDSAY Existing Hard Cover Information: Buildings = 3,082 Sq. Ft. 09/17/14 _____ _____ _____ _____ ----- Concrete Surfaces = 2,391 Sq. Ft. DRAWN BY Brick Patio = 456 Sq. Ft. _ 2 = 228 Sq. Ft. WAYZATA, MINNESOTA Retaining Walls = 124 Sq. Ft. ___ DBP ___ Bituminous Driveway = 2,398 Sq. Ft. Total Impervious Surface Area = 8,223 Sq. Ft. Total Impervious Coverage = 13.8% Proposed Hard Cover Information: Prop. Buildings = 907 Sq.Ft. Prop. Open Porch = 257 Sq.Ft. Prop. Shed = 352 Sq.Ft. Prop. Storage = 80 Sq.Ft. Prop. Entry = 64 Sq.Ft Existing Buildings = 2,517 Sq. Ft. Concrete Surfaces = 2,327 Sq. Ft. Brick Patio = 456 Sq. Ft. - 2 = 228 Sq. Ft. Retaining Walls = 112 Sq. Ft. Bituminous Driveway = 2,398 Sq. Ft. Total Impervious Surface Area = 9,242 Sq. Ft. Total Impervious Coverage = 15.5% Current zoning and setback information: Zoning: RR -1B - One Family Rural Residential - 2 Acres Building Setbacks: Front Yard - 50 feet Rear Yard - 50 feet Side Yard - 30 feet, 50 feet adjacent to street Building Height: 2'/2 Stories or 30 feet *Zoning and Setback information provided by the Planning Department of the City of Orono, Minnesota. Survey coordinate and bearing basis : Hennepin County Benchmark: MnDOT Geodetic Monument ELWELL: Elevation = 980.36 feet (NAVD 88) Building Permit Application # DENIED Reason(s) for denial: ► -�- /ti,ac0+ Staff: •�e...r p.,.... �� LEGEND I hereby certify that this survey, plan or report was prepared by me or AC Denotes Air Conditioner Location under my direct supervision and that I am a duly Licensed Land Surveyor EM Denotes Electric Meter under the laws of the State of Minnesota U P Denotes Utility Pole BFE Denotes Basement Floor Elevation Dated this 13th day of September, 2013. GFE Denotes Garage Floor Elevation CH I M Denotes Chimney Location SATHRE-BERGQUIST, INC. • Denotes Found Monument - As Denoted O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 44565 Denotes Existing Tree Rory L. a ien, innesota License No. 44565 rory@sathre.com FIELD CREW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAIDAUTH R AUTHORIZATION SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.PREPARED SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 20 10 0 10 20 40 SCALE IN FEET s c,���SVRL� � �- � °� �, SATHRE-BERGQUIST, INC... N w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476$000 �� TWP.117 - RGE.23 - SEC. 10 CERTIFICATE OF SURVEY FOR: LINDSAY KLOM B I ES LINDSAY FILE NO. 47485-001 CL 1 JJA ____ ____ ____ ____ ---- 09/17/14 _____ _____ _____ _____ ----- UPDATE PROPOSED ADDITION. ____________________________ ____________________________ ____________________________ ____________________________ ------------ HENNEPIN COUNTY DRAWN BY COS 47485-001 KLOMBIES.DWG ___ JKE ___ WAYZATA, MINNESOTA 'I 1 CHECKED BY ___ DBP ___ DATE --- 08-26-13