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2014-01358 - new structutre
46 CITY OF ORONO * 2 0 1 4 - 0 1 3 s B 2750 KELLEY PARKWAY DATE ISSUED: 12/22/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS 4680 NORTH SHORE DR PIN : 07-117-23-32-0050 LEGAL DESC TONKAVIEW GARDENS LOT 000 BLOCK 000 PERMIT TYPE NEW STRUCTURE PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION $ 237,834.87 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,LANDSCAPING/GRADING,SEWER CONNECTION, LAWN IRRIGATION,WELL(STATE),ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUN ON SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: NOTE: PRIOR TO ISSUANCE OF A C IFICATE OF OCCUPANC AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL �Z I NOTE: IN THE EVENT OF WINTER C NDITIONS OR OTHER UNFAVORABLE WEAT4W CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY14 TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: SAC GRANDFATHERED IN BY PERMIT#2745 06-23-71 APPLICANT PERMIT FEE SCHEDULE 1,884.75 PLAN REVIEW 245.70 MIDWEST CUSTOM CONST. 716 ES 10 US STATE SURCHARGE(VALUATION) 118.92 NW BLAINE, MN 55434- TOTAL 2,249.37 (763)780-5000 Payment(s) Minnesota State License#: BUIL-683235 CHECK 95526 2,249.37 OWNER Tonka Lake Properties LLC 3535 CTY RD 44 MINNETRISTA,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 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 ti a for due cause. Aj 2 c GC1'1 /� l �-r Applicant Perm Signature f5ate 7 Issued By Signature Date CITY OF ORONO BUILDING PERMIT APPLICATION NOV 2 1 2014 FOR NEW STRUCTURES OR ADDITIONS No Mailing Address: Permit number: a(� ,0 PO Box 66 / Crystal Bay, MN 55323-0066 Date received: 1 ( 1;_1 I 14 Street Address:' ...-- Received by: PiAm ti 2750 Kelley Parkwayf� (�iL. �( c Plan review fee: ' FSFro� Orono, MN 55356 k Total Fee: �� �, i/j 3 7 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: 0 t,� Z4 Will this be a Parade of Homes, Remodelers Showcase Home or oth r Display Home? ❑ Yes 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/APPLICAt4T INFOR4ATION. Name: fc5 Vc C State License# Expiration Date: Phone: cell "o© office Mailing Address: l� Cit ZIP: Contact Person: o Applicant is: ntract / Homeowner (circle one) Email and/or Fax: ,J S01 4 PROPERTY OWNER INFOR ATION: 1 Name: t- 4 ,�.-• C Phone (day): "p© O , Address: �� Cit [S ZIP: 5� Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: r , v Phone (day): — 71r Address: Cit ZIP: Email and/or Fax: L p K ,--,D, a3—0172— X2-2/ PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply New Construction Single Family with esidence ❑ Addition attached garage ❑ Garage/Accessory Bldg. ublic 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 ❑ 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 $ �o Estimated Construction Valuation (excluding land) 1 -7 S-, ©6t 00 c� I I STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= _ Number of bedrooms= od/Frame b.Width(ft.)= � Number of garage stalls: ❑ Masonry Areas in square feet Attached=_ ❑ Metal ❑ Pole Bldg. c. Basement= Detached ❑ ICF d. 1 sc Story = 3 On-site Prefab e. 2nd Story= � ❑ ❑ Off-site Prefab f. 'h Story = b [J Other(please specify): g.Total Area= � REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosqd Applicable Er ❑ Permit Application ❑ Proposed Bui ding Plans ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form rr ❑ Survey(meeting all requirements) ❑ Stormwater Pollution Prevention Plan Er d Hardcover Calculation(s) ❑ Septic System Site Evaluation Report ❑ Access Permit ❑ Wetland Buffer improvement Plan ❑ Er Engineered Plans for Retaining Walls 4 feet or above ❑ lir Minnehaha Creek Watershed District Permit(s) ❑ Plan Review Fee 21 ❑ Application Escrow&Agreement ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for°engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: a Date: Owner's Signature: PLAN REvtm CHECKLIST FOR NEIN STRUCTURES / ADDITIONS NOW 10 Address/Permlt Nwmber: `9l A,A I o' Description of work: Septic review by: _ Date Approved: Zoning review,by: Date Approved; Building review by: Date Approved: Z- bi , Grading review by; Date Approved; ' Zoning District: U-16Zoning.Filet Reso#c Reso Date: Zoning; Lot Area: A AC Vyldth: Lot Coverage: Survey Submitted: �P<es M No' Date of Survey:, "'If'It Revised datel?): Proposed Setbacks: Front e) Rear f N S �' W ) { N S E ) Other Buildings Wetland '�? . Side 10 Side 16 a Defined Height: Peak Height: FFE,` FFE Minus;6 feet (Existing Contour)! ' rs Perimeter.(linear feet)= 50°/n'_ #of Stories Ok?A YES FOR A BUILDING IMTH A BASEMENT OR CRAWL SPACE: The distance between the lowest START WITH - proposed floor(of the basement or crawl space) yp of slab and and the highest-point ofthe,roof. If you haven;.. • GABLE OR HIPPED ROOF(no OOF(no .. windows): surtra�raltthvMCW eG�t� ' r e � a oof distoncebetween the highest point ---—-- - �1 of the roof to the low point of the r "� rresponding SUBTRACTION ROOF . GABLI�OR'HlPaible or hipped roof Codi/ � �I'�ir.,@ _(BA . TION corresponding g SEED O i'Et)ROOF gwRh ---, __w,d_, _ _ OOF(with windows): Subtract half the a the distance distance between higher ; highest window and the highest'Of the ___--___a�► _ __ l _ _-..�_�. . t point of the n f pof tvftheroo ES(flat - . ALL OTHER ROOF TYPES(flat, traction., mansard,etc):No subtraction. e top ofsiab SUBTRACT" Subtractthe distancetjtween the (BASSO ON EXISTING basemenUerawl space floor and the highest existing gradeadjacerit to the f: GRADES) ndation OR 10 feet(whichever is less. 1. EQUALS i7aflnedbuildtngiteig Shortland District 'MCWD Permit Received° Average Lakeshore Setback Met?, BlufF es i] No 13 NJA ID Yes Or No Yes Q No" ID. Yes �G NoXNIA,P ermit Number Setback: Stormwater Quality; Existf Proposed Variance Required CUP Required Overly Bistrict Tler, . Hardcover Hardcover p Yes D No D Yes O No TYPe(s) TYPe(s) Updated: January 2013 v:lformsVian review checklist413.dock ,�,,a, r r any. � �. r ,ti..r r",y iii a, d r. t ,a. i �4.. 1-i "�. t vxc"ey k' -i �; +ltr+<'d t +x fl �' �y v ti a k k a `34 r r ,n `7 ` P Y '5: `"' .t'...t ; .�y}a., .cs-,=4 ��s"i"§�"5n. '4 ct_5' _ 5 .: +. # ^t r re r R t a 3 ��,-,:.� ti::: S: is _;;4 a ti' x :F —4 3, e y 3 G z,'r n,t .0 a i -k rt.k 3 F- v it.' 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'^r`r�. i v t'' i -Y of a'ii,'� w � , - c :'+s"t aL' + `>y =x' t kj s ° -. t �:d x� .4 s^' �,§ i '. 'r` T'� X<'rimy.,sA♦'p�, ,e6 � eS �+¢ r Zan!d : u.-z .ems-. v i '' S > h! f` F'p .r ,a k �.uj 'q�'Y�"f �` .v1. �id>i.7-.�`F. ..^;>�: '•1$ w. # _5',:;n, ,: � 'f k6� ?, ,�q.�. .e+t. �.-z ,'�';>�"�c qa, = ^ �r,:., ) r Building Permit Survey 0 Found Iron Monument Drainage Prepared for: Midwest Custom Construction LLC 0 Set Iron Monument (LS 14700) ® well ■000.0 Existing Elevotion SCALE (000,0) Proposed Elevation CQ)Power Pole Address: 4680 North Shore Or. o to m 40 Orono, MN 55364 �-- —� vEExlslln v v r r r r v r 9 Corogel PID X. 07-117-23-32-0050 .1 6.9 1 inch = 20 feet 1026.5 1026.7 CP 7.,1004.9\ _ \ �_.._.�/0101-0 7q.._ 5 \ ,o`.. ��\ 0. \ I _ `700, mob G,2 ,cam "moo'��\ j/�6 /aC;/; \ &,p xisting Goroge O?� \ moi/ Gf£�1008.2 �` �OOO ` \ / u W(upper) 9969 -- - 32---- ---I 9'9R\ \ \\ -- 2L2 -- o (/Ower \ ?e,. u 7 � \ .996 006 m p of a Grovel Driveway \ v 984.9/ (to be'removed) � V y �ti � I12 , i (994 W I 1 (9935 o .993.0 I r \? TO �^ b 8) / 9(g3 0)/ (99333.3)99 993 2 (99 P y )(9 y2)AJ \ oN �\ � \l I 'S)_993 \ Garage al Proposed Residenceal Op 4.ti iol LPE 984.8 -:25.0 GFE 99-3.5 t 6 r J0.3 1 J2-5 TOP -Ii•9938— 2 0 00 25 19e-994.9 House 998 rI O'- A (�xisring Hous remove) I 1 0). �. o. I (992 Pr o 9BBye f2 e ..,Concrete Wo)kw _ .. Stp,.,s k Ret. Wall�c \ (990) - moved) 26.4 11 O 966. r -Sonitory �Stub ons owrlable (Per PI .. ... (to emovedl\ C cT ity of Orono) I d- 9.57 3E cor^�at 80 \ CO int 987 \ \R7jrg 1?2� ,rap. Silt Fence las monumetLed) 8' 988. 988. 5rarmrarer o,.aliry R �.. Rrm98 ._----'♦' atxtev oreder T 2 \ oa(� Edge ar Inv��j --C - _-- Hmtleew CMeul B%fUm%onus � � Existing fiorege --301, 0� Net., Propwstl Haux 1,6.A Smitay rew ono m\ r Pigweetl ar,.eer 6.424 a,wt d by cit ort Orman Confer/foe_, 1 y g89. Toro/Hartlaaw 6,454 prpljtletl by city of Oruro. �• �� Lot Arm 26,292 Ow«•rA+rim(�y,lled by di r)� ` Pmt or Lott 79 rotl B0, rCW"A NEW GARDEN$Hennepin _ Ps/conr Hmtlrow 14.62 C—ty,.Ilbmesot4 1*9 South of o line -.Mg West of Hght pies from o POW 0 tha e Emt line ,Lot 90 tlistmt 203 (RetoinMp walls-57 sµR.) i t Nmrn nom the S-thmet amour of mid Lot 9a Bearings&elevations based on assumed datum. Job Number: 7906 I hereby certify that this certificate of survey was SCHOBORG prepared by me or under my direct supervision and Book/Page: LL that 1 our o d istered Land Surveyor under the LAD SERVICES lows of the tote f Minne to. Survey Date: 11/13/14, 11/14/14, 11/17/14 i" Drawing Name: johnson.dwg JNC. Drown by. KLe P /B. Schoborg Revisl S., 12-08-14 (narrow driveway, 763-972-3221 8997 Co. Rd. 13 SE Date. reduce hardcover to under 25X, contours) wwwSchoborgLund com Delano. MN 55328 Registration No. 14700 12-18-14 (prop. oleo, of SE car house) t RECEIVED Ci of OroOND Co" � DEC 0 82014 Hardcover Calculation Worksheet 2 `; p v CITY O!= OROR�O Property Address: Prepared by: SC�Io�� ' SSV i CeS Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 6 Step 2: ' 4 ! .#± ► ,4 In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey Square Feet LR10 ;Ii U47'r� �� ih* ri'h�_ ( 1 .i r 'lel.{� '} FF t'. '•4� 7A x# Y«.ft{ �� o,•. , A rroecSeaS.F. B 6 S.F. C fir' 2 1 S.F. D �i r6i a S S.F. E S.F. F S.F. G S.F. H S.F. S.F. S.F. K S.F. L S,F. M S.F. N S.F. 0 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 Proposed Hardcover S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 51 S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area -2_(0 2,SZ S.F. Proposed Hardcover Percentage [(3)_(4)] Z�.l� % This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 J City of Orono c OB 2014 Hardcover Calculation Worksheet No Property Address: �(p `C OR ONO yR B Uy b4�. ��oro- T)rl J \�KESHOp�` Prepared by: Sckiobo'- L Y\'n Seff'j res Date: �Z-2)- l Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1 MAIN MRNM 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 TNT.. ..,f ."5[. A B nurA S.F. C ruvkl IVP- 2"I S.F. D ; ,,r 5 le S# 5fDy 14)0 S.F. E ni r4,, W dM 5. V ?S S.F. F S.F. G S.F. H S.F. I S.F. S.F. K S.F. L S.F. M S.F. N S.F. p 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 Existing Hardcover S.F. :. r , L�)a s -71 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover `]s S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area Z S F. Proposed Hardcover Percentage [(3)+(4)] ?��, Z % (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein; however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 6 of 9 Christine Mattson From: Christine Mattson Sent: Thursday, December 18, 2014 8:01 AM To: 'fredjohnson55@yahoo.com'; 'Kelly- Schoborg Land Services, Inc.' Cc: Lyle Oman; Melanie Curtis Subject: 4680 North Shore Drive/#2014-01358 Good Morning, Our City Engineer has reviewed the revised survey dated 12-8-2014 and has the following comment: 1. The grading should be revised on the east side of the proposed house to increase slopes. A minimum slope of 2%slope is recommend for green areas. The contours along the east side may also need to be revised as necessary to indicate a swale is to be provided. Also, the survey shows the gravel driveway is to be removed or replaced. Since the gravel drive is not shown on the hardcover calculations, please change to say to be removed. The building plans are being reviewed by the building official. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 1 55356 (physical address) PO Box 66 1 Crystal Bay I MN 55323-0066 (mailing address) 9 952.249.4620 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday-Friday, December 24-26, 2014& Thursday,January 1, 2015 1 Melanie Curtis From: Kelly- Schoborg Land Services, Inc. [kelly@schoborgland.com] Sent: Thursday, December 18, 2014 2:18 PM To: bobde@bolton-menk.com; Christine Mattson; 'fredjohnson55@yahoo.com' Cc: Lyle Oman; Melanie Curtis Subject: Re: 4680 North Shore Drive/#2014-01358 Attachments: 7906-Johnson-121814.pdf Bob, Chris& Fred, Attached is a revised copy of the survey showing the existing gravel driveway as "to be removed" and also showing revised elevations at the southeast corner of the proposed house. Per my conversation with Bob this morning, the proposed elevations show a 0.3 ft drop from the northeast corner of the house to the southeast corner of the house, and the contour was revised to reflect a swale in that area. Please let me know if there are any other revision request for this survey, and I will be happy to review the request and make changes as quickly as possible. Thank you for your help with this project. Sincerely, Kelly Brouwer Schoborg Land Services, Inc. 763-972-3221 (office) 763-442-2715 (mobile) kellye-SchoborgLand.com From: Christine Mattson <CMattson(a)_ci.orono.mn.us> To: "'fredjohnson55@yahoo.com"' <fred6ohnson55(a-D.yahoo.com>; "'Kelly- Schoborg Land Services, Inc."' <kellyCcD-schoborgland.com> Cc: Lyle Oman <LOman(aD-ci.orono.mn.us>; Melanie Curtis <MCurtis(aD-ci.orono.mn.us> Sent: Thursday, December 18, 2014 8:01 AM Subject: 4680 North Shore Drive/#2014-01358 Good Morning, Our City Engineer has reviewed the revised survey dated 12-8-2014 and has the following comment: 1. The grading should be revised on the east side of the proposed house to increase slopes. A minimum slope of 2% slope is recommend for green areas. The contours along the east side may also need to be revised as necessary to indicate a swale is to be provided. Also, the survey shows the gravel driveway is to be removed or replaced. Since the gravel drive is not shown on the hardcover calculations, please change to say to be removed. The building plans are being reviewed by the building official. If you have any questions, please don't hesitate to contact us. Christine Mattson 1 f Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 155356 (physical address) PO Box 66 1 Crystal Bay I MN 55323-0066 (mailing address) 2 952.249.4620 1 6 952.249.4616 cmattson(a�ci.orono.mn.us I ;www.ci.orono.mn.us Office Hours: Monday - Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday- Friday, December 24 - 26, 2014 & Thursday, January 1, 2015 2 i -CITY OF ORONO i •t street Add%= Matting Addm a; Telephone(952)2494600 2750 Kelley Parkway I P.O.Box 66 I Fax (952)249-4696 tq �, Fsxo� Orono,MN 55356 Crystal Say,MN 55323 www.d.orono.mn.us k i i December 4,2014 Fred Johnson Midwest Custom Construction,LLC 716 Highway 10 NW Blaine,MN 55434 ± Re: Building Permit Application#2014-01358 ± 4680 North Shore Drive ! On November 21,2014 the City received a building permit application for a new single family home. Your application Is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Engineering Review. Your application has been reviewed by the City's engineer. Please see the engineer's comments,enclosed. 2. Certificate of Survey. Please provide two copies of an updated,full size certificate of survey which meets all of the City's survey standards(enclosed)and addresses the engineer's comments and concerns. 3. Substandard Lot. The property addressed 4680 North Shore Drive is located In the LR-18 zoning district, which requires a minimum lot size of one acre and 140'in width. According to the survey,the lot is 0.6 acre ! In area and has 140'in width. The area Is substandard. a. Lots of Record. According to the square footage shown on the survey, the lot does not meet the zoning district's lot area requirements. Per City Code Section 78-72(c)(1), copy enclosed, this property can be developed without an area/width variance if conditions A through D can be met. If not all the conditions can be met a variance will be required in order to redevelop the property. b. Hardcover Calculations. The property Is located in Tier 2 of the Stormwater Quality Overlay District. Hardcover calculations were prepared and shown on the survey. Please have the surveyor prepare hardcover calculations using the Clay's hardcover calculation worksheet Attached is a copy of our hardcover Information packet, which includes the worksheet Your proposal results in 29.9•% hardcover, per section 78-721n order to avoid needing an area variance to build on the property the hardcover must not exceed 25%. If the hardcover cannot be adjusted to meet 25%,then a lot area ± variance will be required. ! 4. Escrow & Escrow Agreement. Permits Involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow Is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater.The required escrow amount for this project is$2,500. The escrow agreement Is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. December 4,1014 4680 North Shore Drive Page 1 of 1 Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of 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 any of their permitting requirements. The above information is required in order for the plan review to continue. Also enclosed please find a completed Zoning Disclosure Form and a demolition permit application. Please review the zoning disclosure form, sign and return along with the attached escrow agreement prior to the issuance of the demolition permit. A separate sewer disconnect permit is also required,the sewer disconnect permit is enclosed. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO 0 WKL ww�� Christine Mattson Planning Assistant C Fred Johnson via email Kelly Brouwer with Schoborg Land Services via email Lyle Oman, Building Official enclosures Melanie Curtis From: Christine Mattson Sent: Friday, December 05, 2014 9:23 AM To: 'fredjohnson55@yahoo.com' Cc: 'Kelly-Schoborg Land Services, Inc.'; Lyle Oman; Melanie Curtis Subject: 4680 North Shore Drive/#2014-01358 Attachments: letter.pdf; Zoning Disclosure Form.pdf; Eng comments.pdf; Hardcover Information Packet -2014.pdf; Survey Requirements - March 2014.pdf; Escrow Agreement- Building Permit w Erosion Control 2014-01358 &demo.pdf; 78-72.pdf; Sewer&Water Permit-2014 Fees- Updated 12-20-13.pdf Fred, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact us 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) 9 952.249.4620 8 952.249.4616 E cmattson@ci.orono.mn.us -?� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday-Friday, December 24-26,2014 Thursday,January 1, 2015 1 F'a< Trans tton Maintain Reports lr� Logge Log Out %OJ � ,. .I v. Change.t.p d.. �,. .._.... __. Heal[oid Ne PtN Aaare.. v rater sem Add— Setup Information pr aa-E "' Parcel ssue G_..l Fee. m pe< .fol Notes(AppkMIuetaN eOoatw _ �' .._ rt it Sq F type F A urt Ov V Howe Prompt Text Tade Y.em , I P mrtFe.S1861 5 ( 237831 VALUATION 2 PlmRev S245 7D l!. Z , 3'7 4 baa New Dabs a' k � QV c I , X85 e c�A-C _ PIN -0050 '.07-117-2332 46&O Nath SMro Dr ...':Oalabaae-PenNWak. 1'PP:Pamft lbor:ftdod �er0 -7 Tihl�l . X4/5 70g� �S 79 q- 4- � 5 4- Si4 C_-, l Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, December 02, 2014 2:09 PM To: Christine Mattson Cc: Andrew Mack; Adam Edwards; Melanie Curtis; David P. Martini; Brian Simmons Subject: 2014-01358 -4680 North Shore Drive Christine, I have completed review of the Building Permit application package for 4680 North Shore Drive. Following are my comments for City consideration: 1. The silt fence location should be indicated on the plan immediately down gradient from all proposed work(keep within property limits adjacent to public right-of-way). The silt fence should 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. The grading should be revised on the north, east, and west side of the proposed house to increase slopes. A minimum slope of 1% is recommended for paved areas, and a minimum 2%slope is recommend for green areas. The contours along the east side may also need to be revised as necessary to indicate a swale is to be provided. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.syManteccloud.com I MEMORANDUM Date: November 25, 2014 To: Bob Bean, City Engineer From: Christine Mattson, Planning Assistant C Melanie Curtis, Planning &Zoning Coordinator Dave Martini, City Engineer RE: Building Permit Number 2014-01358 4680 North Shore Drive Attached are building plans and survey for a new single family home. Please review the attached information and provide comments by Thursday, December 4, 2014. Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 or Melanie Curtis at mcurtis@ci.orono.mn.us or at 952-249-4627 if you need additional information or if you have any questions. Thank you Orono, MN Code of Ordinances Page 2 of 3 A Ibt of record located in any including the Shoreland Overlay district, RS Seasonal Recreational district, and any of the LR- Lakeshore Residential districts,t#lytttms-not'r r„ g,Qt,the.requirements of this chapter for lot size or lot width shad be subject to the following regulations: (1) A nonconforming single lot of record may be allowed as a building site without variances from lot size and width requirements, provided that: a. All setback requirements can be met; b. A Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, can be installed or the lot is connected to a public sewer; and c. The impervious surface coverage meets all hardcover location and square footage restrictions of this chapter and the total square footage of hardcover does not exceed 25 percent of the entire lot area. d. All other zoning district standards can be met. (2) In a group of two or more contiguous lots of record under a common ownership, an individual lot must be considered as a separate parcel of land for the purpose of sale or development, if it meets the following requirements: a. The lot must be at least 66 percent of the dimensional standard for lot width and lot size for the shoreland classification consistent with Minnesota Rules, chapter 6120; b. The lot must be connected to a public sewer, if available, or must be suitable for the installation of a Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, and local government controls; and c. Impervious surface coverage must meet all hardcover location and square footage restrictions of this chapter and the total square footage of hardcover must not exceed 25 percent of the entire lot area; and d. Development of the lot must be consistent with the comprehensive plan. (3) A lot subject to either subsections 78-72(c)(1) or(2) remains subject to the hardcover restrictions of this chapter, as follows: a. Where the hardcover square footage allotment as calculated based on the assigned tier exceeds 25 percent of the entire lot area, hardcover shall be limited to 25 percent of the entire lot area. b. No portion of the impervious surface square footage allowed shall be placed within in 75 feet of a lake OHWL or tributary bank, except for those items normally allowed in such location as regulated elsewhere in this chapter. (4) A lot subject to subsection 78-72(c)(2) not meeting the requirements of subsection 78-72(c)(2) must be combined with the one or more contiguous lots so they equal one or more conforming lots as much as possible. (5) Notwithstanding subsection 78-72(c)(2), contiguous nonconforming lots of record in shoreland areas under a common ownership must be able to be sold or purchased individually if each lot contained a habitable residential dwelling at the time the lots came under common ownership and the lots are suitable for, or served by, a sewage treatment system consistent with the requirements of Minn. Stat. § 115.55 and Minnesota Rules, chapter 7080, or connected to a public sewer. (6) about:blank 12/3/2014 Orono, MN Code of Ordinances Page 3 of 3 ' In all variance requests, zoning and building permit applications or conditional use requests, the property owner shall address,when determined as appropriate by the city engineer or city staff, stormwater runoff management, reduction of impervious surfaces, setback increases, restoration of wetlands,vegetative buffers, sewage treatment and water supply capabilities, and other conservation-designed actions. (7) A portion of a conforming lot may be separated from an existing parcel as long as the remainder of the existing parcel meets the lot size and sewage treatment requirements of the zoning district for a new lot and the newly created parcel is combined with an adjacent parcel. (Code 1984,§10.03(6)(A);Ord.No.9 3rd series,§1,5-24-2004;Ord.No. 92 3rd series,§ 1,3-26-2012,Ord.No.95 3rd series,§ 1, 10-8-2012;Ord.No. 108 3rd series,§1, 7-8-2013) about:blank 12/3/2014 Orono, MN Code of Ordinances Page 1 of 3 Sec.78-72.- Lots of record. (a) A lot of record is any lot for which a deed or registered land survey has been recorded in the office of the register of deeds or the registrar of titles for Hennepin County prior to January 1, 1975, and after approval by the council if required. (b) A lot of record located within an R(Residential)or RR(Rural Residential) district but not within the Shoreland Overlay district, RS Seasonal Recreational district, or any of the LR- Lakeshore Residential districts,which does not meet the requirements of this chapter as to area or width may be utilized for a single-family detached dwelling purpose, provided that in the judgment of the council or administrative approval by the planning director, such use does not adversely affect public health or safety and the following requirements are met: (1) In R districts of one acre or less and served by public sanitary sewer.A lot of record existing upon January 1, 1975, in any R district of the city of up to and including one acre,which lot is serviced by public sanitary sewer and which does not meet the requirements of this chapter as to area or width only, may be utilized for single-family detached dwelling purposes without council approval if all other requirements of the underlying zoning district are met, including but not limited to required yards, setbacks, lot coverage by structures, hardcover, etc. However,the lot of record shall not be more intensely developed unless combined with one or more abutting lots or portions so as to create a lot meeting the requirements of this chapter. (2) In R or RR districts of greater than one acre and served by public sanitary sewer.A lot of record in any R or RR district in the city in excess of one acre which does not meet the requirements of this chapter as to area or width only may be utilized for single-family detached dwelling purposes by administrative approval if the planning director finds that the following conditions are met: a. It is at least one acre in size, and the average width of the lot is at least 100 feet; b. It is served by public sanitary sewer; and c. It otherwise meets the requirements of this chapter or other applicable Code provisions. (3) In R or RR districts not served by public sanitary sewer.A lot of record in any R or RR district in the city not served by public sanitary sewer must meet the area and width requirements of this chapter and shall not be utilized for single-family detached dwelling purposes without council approval.Administrative approval may be granted for a lot of record not meeting the lot area and width requirements if the planning director finds that the following conditions are met: a. The lot area and lot width each meet at least 50 percent of the district standard. b. Suitable primary and alternate septic sites are identified on the property and are protected from future development by execution of a covenant. c. All other zoning ordinance requirements must be met, including but not limited to the following: 1. Setbacks. 2. Hardcover. 3. Lot coverage by structures. 4. Accessory structure requirements. 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Manage 3-16.5' Unclassified ar of OS 440 Ile OfilkNORTy SHOREQR �� _ R�St P r 4680 North i Shore Drive Disclaimer: This drawing is neither a legally recorded map nor a survey and is not intended to be used as one.This e drawing is a compilation of records,information,and data 0 120 Feet located in various city,county,and state offices,and other sources affecting the area shown,and is to be used for reference purposes only.The City of Orono is not ©Bolton&Menk,Inc-Web GIS 12/3/2014 12:04 PM resnnndhla h+rein rootaioed Hennepin County GIS - Printable Map Page 1 of 1 Hennepin • ' w r 1;.1111 jl. s: fi u '-Ad1661 i art �y t .•° -Y �i ,i �� '41.9�� �• .n'4. - _ ti • ws 19 04C& Parcel 07-117-23-32-0050 A-T-B: Torrens Map Scale: 1"=50 ft. N ID: Print Date: 12/3/2014 Owner Tonka Lake Properties Llc Market $92,000 Name: Total: Parcel 4680 North Shore Dr Tax $1,051.48 Address: Orono, MN 55364 Total: (Payable: 2014) Property Residential Sale $155,000 Type: Price: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Non-Homestead Sale 08/2014 representation or warranty expressed or stead: Date: implied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 0.61 acres Sale Warranty Deed COPYRIGHT©HENNEPIN COUNTY 2014 Area: 26,435 sq ft Code: A Think Green! http://gis.hennepin.us/Property/print/default.aspx?C=449318.6853 500004,4978170.025450... 12/3/2014 CITY OF ORONO Street Address: I Mailing Address: I Telephone(952)249-4600 y 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 F !q �' FSHO� Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us k December 4,2014 Fred Johnson Midwest Custom Construction, LLC 716 Highway 10 NW Blaine, MN 55434 Re: Building Permit Application#2014-01358 4680 North Shore Drive On November 21, 2014 the City received a building permit application for a new single family home. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Engineering Review. Your application has been reviewed by the City's engineer. Please see the engineer's comments,enclosed. 2. Certificate of Survey. Please provide two copies of an updated,full size certificate of survey which meets all of the City's survey standards(enclosed)and addresses the engineer's comments and concerns. 3. Substandard Lot. The property addressed 4680 North Shore Drive is located in the 1_11-18 zoning district, which requires a minimum lot size of one acre and 140' in width. According to the survey,the lot is 0.6 acre in area and has 140' in width. The area is substandard. a. Lots of Record. According to the square footage shown on the survey, the lot does not meet the zoning district's lot area requirements. Per City Code Section 78-72(c)(1), copy enclosed, this property can be developed without an area/width variance if conditions A through D can be met. If not all the conditions can be met a variance will be required in order to redevelop the property. b. Hardcover Calculations. The property is located in Tier 2 of the Stormwater Quality Overlay District. Hardcover calculations were prepared and shown on the survey. Please have the surveyor prepare hardcover calculations using the City's hardcover calculation worksheet. Attached is a copy of our hardcover information packet, which includes the worksheet. Your proposal results in 29.9% hardcover; per section 78-72 in order to avoid needing an area variance to build on the property the hardcover must not exceed 25%. If the hardcover cannot be adjusted to meet 25%,then a lot area variance will be required. 4. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is $2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. December 4,2014 4680 North Shore Drive Page 2 of 2 Your project may trigger the Minnehaha Creek Watershed District's(MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of 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 any of their permitting requirements. The above information is required in order for the plan review to continue. Also enclosed please find a completed Zoning Disclosure Form and a demolition permit application. Please review the zoning disclosure form, sign and return along with the attached escrow agreement prior to the issuance of the demolition permit. A separate sewer disconnect permit is also required,the sewer disconnect permit is enclosed. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO WKJ Christine Mattson Planning Assistant c Fred Johnson via email Kelly Brouwer with Schoborg Land Services via email Lyle Oman,Building Official enclosures - I)—. , Christine Mattson From: Christine Mattson Sent: Friday, December 05, 2014 9:23 AM To: 'fredjohnson55@yahoo.com' Cc: 'Kelly- Schoborg Land Services, Inc.', Lyle Oman, Melanie Curtis Subject: 4680 North Shore Drive/#2014-01358 Attachments: letter.pdf; Zoning Disclosure Form.pdf; Eng comments.pdf, Hardcover Information Packet -2014.pdf; Survey Requirements - March 2014.pdf, Escrow Agreement- Building Permit w Erosion Control 2014-01358 & demo.pdf; 78-72.pdf; Sewer& Water Permit- 2014 Fees - Updated 12-20-13.pdf Fred, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact us 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 t 55323-0066 (mailing address) V 952.249.4620 952.249.4616 cmattson@ci.orono.mn.uswww.ci.orono.mn.us Office Hours: Monday - Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday- Friday, December 24 -26, 2014 Thursday,January 1, 2015 1 Midwest Custom Const. HVAC Load Calculations for rFJJ, RHVACWAC L s Prepared By: Countryside Solutions Thursday, November 20,2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth.MN 55441 In Page 2 Project Report General Project Information Project Title: Midwest Custom Const. Project Date: Thursday, November 20, 2014 Company Name: Countryside Solutions Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -20 -12.38 100% n/a 72 n/a Summer: 95 73 36% 50% 72 30 Check Figures Total Building Supply CFM: 1,091 CFM Per Square ft.: 0.475 Square ft. of Room Area: 2,296 Square ft. Per Ton: 912 Volume (W) of Cond. Space: 19,432 Building Loads Total Heating Required Including Ventilation Air: 51,055 Btuh 51.055 MBH Total Sensible Gain: 26,390 Btuh 87 % Total Latent Gain: 3,834 Btuh 13 % Total Cooling Required Including Ventilation Air: 30,225 Btuh 2.52 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Midwest Custom Const- Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Rhvsc-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const Plymouth,MN 55441 __ Page 3 Miscellaneous Report System 1 Outdoor Outdoor Outdoor In Indoor Grains Ind pate Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -20 -12.38 100'/° WA72 n/a Summer: 95 73 36% 500/0 72 30.30 Duct Sizing Inputs � Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ftJmin Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Out_s_i_d_e Air Data Winter Summer Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 104 CFM 52 CFM Infiltration Actual: 0.320 AC/hr 0.160 AC/hr Above Grade Volume: X 19.432 Cu.ft. X 19.432 Cu.ft. 6,218 Cu.ft./hr 3,109 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 104 CFM 52 CFM Total Building Ventilation: 140 CFM 140 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 24.55 = (1.10 X 0.970 X 23.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 19.99 = (0.68 X 0.970 X 30.30 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 98.19 = (1.10 X 0.970 X 92.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(104 CFM), Construction: Average Summer Infiltration Specified: 0.160 AC/hr(52 CFM), Construction:Average C:1 ...\Midwest Custom Const-Countryside Solutions.rhv Thursday, November 20,2014, 9:36 AM Rhvac-Residential& Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth,MN 55441 Page 4 Load Preview Report Net ft.2 Sen Lat Net Sen His Sys s Sys t Ductl Scope Ton /Ton Area Gain Gain Gain Loss g Size CFM CFM CFM Building 2.52 912 2,296 26,390 3,834 30,225 51,055 573 1,091 1,091 System 1 2.52 912 2,296 26,390 3,834 30,225 51,055 573 1,091 11091 12x16 Ventilation 3,093 2,798 5,891 8,248 Zone 1 2,296 23,297 1,036 24,333 42,807 573 1,091 1,091 12x16 1-Main Floor 1,064 12,208 510 12,718 21,867 293 572 572 5--6 2-Second Floor 1,232 11,090 526 11,616 20,940 280 520 520 5--6 C:\...\Midwest Custom Const- Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth,MN-55441 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 2A-v-0: Glazing-Double pane low-e(e=0.60),operable 239.8 12,1320 14,417 14,417 window, vinyl frame, u-value 0.55, SHGC 0.61 11 P: Door-Metal - Polyurethane Core 21 560 0 207 207 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2007.2 12,556 0 3,467 3,467 cavity, no board insulation, siding finish,wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 301.5 1,435 0 205 205 no board insulation,siding finish,wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 108 318 0 200 200 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 16A-38: Roof/Ceiling-Under Attic with Insulation on Attic 1232 2,947 0 2,498 2,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material,Any Roof Color, R-38 insulation 19B-s8.25p: Floor-Over enclosed unconditioned crawl 1064 1,756 0 439 439 space, R-4 insulation on exposed walls,sealed crawl space, passive, 8.25 inch R-29.77 SIP panels with R- 3.85 per inch EPS core 20P-30: Floor-Over open crawl space or garage, Passive, 288 927 0 181 181 R-30 blanket insulation, any cover Subtotals for structure: 32,631 0 21,614 21,614 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 104, Summer CFM:52 10,176 1,036 1,272 2,308 Ventilation:Winter CFM: 140, Summer CFM: 140 8,248 2,798 3,093 5,891 AED Excursion: 0 0 411 411 Total Building Load Totals: 51,055 3,834 26,390 30,225 I Check Figures Total Building Supply CFM: 1,091 CFM Per Square ft.: 0.475 Square ft. of Room Area: 2,296 Square ft. Per Ton: 912 Volume(W)of Cond. Space: 19,432 Building Loads - ---- - - - --- - --- --- -- -- Total Heating Required Including Ventilation Air: 51,055 Btuh 51.055 MBH Total Sensible Gain: 26,390 Btuh 87 % Total Latent Gain: 3,834 Btuh 13 % Total Cooling Required Including Ventilation Air: 30,225 Btuh 2.52 Tons (Based On Sensible+Latent) Notes - -- - Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Midwest Custom Const- Countryside Solutions.rhv Thursday, November 20,2014, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth,MN 55441 F1 Page 6 System 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 2A-v-o: Glazing-Double pane low-e (e = 0.60), operable 239.8 12,132 0 14,417 14,417 window, vinyl frame, u-value 0.55, SHGC 0.61 11 P: Door-Metal - Polyurethane Core 21 560 0 207 207 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2007.2 12,556 0 3,467 3,467 cavity, no board insulation, siding finish, wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 301.5 1,435 0 205 205 no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 108 318 0 200 200 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 16A-38: Roof/Ceiling-Under Attic with Insulation on Attic 1232 2,947 0 2,498 2,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-38 insulation 19B-s8.25p: Floor-Over enclosed unconditioned crawl 1064 1,756 0 439 439 space, R-4 insulation on exposed walls, sealed crawl space, passive, 8.25 inch R-29.77 SIP panels with R - 3.85 per inch EPS core 20P-30: Floor-Over open crawl space or garage, Passive, 288 927 0 181 181 R-30 blanket insulation, any cover Subtotals for structure: 32,631 0 21,614 21,614 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 104, Summer CFM: 52 10,176 1,036 1,272 2,308 Ventilation: Winter CFM: 140, Summer CFM: 140 8,248 2,798 3,093 5,891 AED Excursion: 0 0 411 411 System 1 Load Totals: 51,055 3,834 26,390 30,225 Check Figures Supply CFM: 1,091 CFM Per Square ft.: 0.475 Square ft. of Room Area: 2,296 Square ft. Per Ton: 912 Volume (ft3) of Cond. Space: 19,432 System Loads Total Heating Required Including Ventilation Air: 51,055 Btuh 51.055 MBH Total Sensible Gain: 26,390 Btuh 87 % Total Latent Gain: 3,834 Btuh 13 % Total Cooling Required Including Ventilation Air: 30,225 Btuh 2.52 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Midwest Custom Const - Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth,MN 5.5441 E Page 7 System 11 Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain, 2A-v-o: Glazing-Double pane low-e(e=0.60),operable 239.8 12,132 0 14,417 14,417 window,vinyl frame, u-value 0.55, SHGC 0.61 11 P: Door-Metal - Polyurethane Core 21 560 0 207 207 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2007.2 12,556 0 3,467 3,467 cavity, no board insulation, siding finish, wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 301.5 1,435 0 205 205 no board insulation, siding finish,wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 108 318 0 200 200 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 16A-38: Roof/Ceiling-Under Attic with Insulation on Attic 1232 2,947 0 2,498 2,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material,Any Roof Color, R-38 insulation 19B-s8.25p: Floor-Over enclosed unconditioned crawl 1064 1,756 0 439 439 space, R-4 insulation on exposed walls, sealed crawl space, passive, 8.25 inch R-29.77 SIP panels with R- 3.85 per inch EPS core 20P-30: Floor-Over open crawl space or garage, Passive, 288 927 0 181 181 R-30 blanket insulation, any cover Subtotals for structure: 32,631 0 21,614 21,614 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 104, Summer CFM: 52 10,176 1,036 1,272 2,308 System 1, Zone 1 Load Totals: 42,807 1,036 23,297 24,333 Check FIures - ----- - ----- - --- ---- Supply CFM: 1,091 CFM Per Square ft.: 0.475 Square ft. of Room Area: 2,296 Square ft. Per Ton: 1,132 Volume(W)of Cond. Space: 19,432 Zone Loads -- -- - -- - -—_ ---- --- - _ _ --- -- -- - ---- � Total Heating Required: 42,807 Btuh 42.807 MBH Total Sensible Gain: 23,297 Btuh 96 % Total Latent Gain: 1,036 Btuh 4 % Total Cooling Required: 24,333 Btuh 2.03 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Midwest Custom Const-Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.EE Auer Steel(New Hope) Midwest Custom Const.I Plymouth,MN 55441 Page 8 j Detailed Room Loads - Room 1 - Main Floor (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 38.0 ft. System Number: 1 Room Width: 28.0 ft. Zone Number: 1 Area: 1,064.0 sq.ft. Supply Air: 572 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 9,576.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 72 CFM Runout Air: 114 CFM Percent of Supply.: 13 % Runout Duct Size: 6 in. Actual Summer Vent.: 73 CFM Runout Air Velocity: 583 ft./min. Percent of Supply: 13 % Runout Air Velocity: 583 ft./min. Actual Winter Infil.: 51 CFM Actual Loss: 0.212 in.wg./100 ft. Actual Summer Infil.: 25 CFM item - Area --U- - Htg - Sen Clg Lat Sen _0escri tion Quantity Value HTM Loss HTM Gain Gain N-Wall-12E-Osw 34 X 9 291 0.068 6.3 1,820 1.7 0 503 E-Wall-1 2E-Osw 26 X 9 183 0.068 6.3 1,145 1.7 0 316 E-Part-100/700-12E-Osw 17.5 X 9 157.5 0.068 4.8 750 0.7 0 107 S-Wall-12E-Osw 18 X 9 162 0.068 6.3 1,013 1.7 0 280 S-Part-100/70°-12E-Osw 16 X 9 144 0.068 4.8 685 0.7 0 98 W-Wall-12E-Osw 46 X 9 325 0.068 6.3 2,033 1.7 0 561 W-Door-11 P 3 X 7 21 0.290 26.7 560 9.9 0 207 N-GIs-2A-v-o shgc-0.61 100%S 15 0.550 50.6 759 24.2 0 363 E-GIs-2A-v-o shgc-0.61 0%S 40.5 0.550 50.6 2,049 69.7 0 2,822 E-GIs-2A-v-o shgc-0.61 0%S 10.5 0.550 50.6 531 69.7 0 732 W-GIs-2A-v-o shgc-0.61 0%S (2) 36 0.550 50.6 1,822 69.7 0 2,508 W -GIs-2A-v-o shgc-0.61 0%S (2) 14 0.550 50.6 708 69.7 0 976 W-GIs-2A-v-o shgc-0.61 0%S 18 0.550 50.6 911 69.7 0 1,254 UP-Ceil-16B-30 18 X 6 108 0.032 2.9 318 1.9 0 200 Floor-l9B-s8.25p 28 X 38 1064 0.036 1.7 1,756 0.4 0 439 Subtotals for Structure: 16,860 0 11,366 Infil.:Win.:51.0, Sum.:25.5 1,116 4.487 5,007 0.561 510 626 AED Excursion: 216 Room Totals: 21,867 510 12,208 C:\...Wlidwest Custom Const- Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth,MN 55441 In Page 9 Detailed Room Loads - Room 2 - Second Floor (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 44.0 ft. System Number: 1 Room Width: 28.0 ft. Zone Number: 1 Area: 1,232.0 sq.ft. Supply Air: 520 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 9,856.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 68 CFM Runout Air: 104 CFM Percent of Supply.: 13 % Runout Duct Size: 6 in. Actual Summer Vent.: 67 CFM Runout Air Velocity: 529 ft./min. Percent of Supply: 13 % Runout Air Velocity: 529 ft./min. Actual Winter Infil.: 53 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 26 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12E-Osw 28 X 8 208 0.068 6.3 1,301 1.7 0 359 E -Wall-12E-Osw 44 X 8 337 0.068 6.3 2,108 1.7 0 582 S -Wall-12E-Osw 28 X 8 194 0.068 6.3 1,214 1.7 0 335 W -Wall-1 2E-Osw 44 X 8 307.2 0.068 6.3 1,922 1.7 0 531 N -GIs-2A-v-o shgc-0.61 100%S 16 0.550 50.6 810 24.2 0 387 E -GIs-2A-v-o shgc-0.61 0%S 15 0.550 50.6 759 69.7 0 1,045 S -GIs-2A-v-o shgc-0.61 0%S (2) 30 0.550 50.6 1,518 40.4 0 1,212 W -GIs-2A-v-o shgc-0.61 0%S 8.8 0.550 50.6 443 69.7 0 610 W -GIs-2A-v-o shgc-0.61 0%S (2) 36 0.550 50.6 1,822 69.7 0 2,508 UP-Ceil-16A-38 44 X 28 1232 0.026 2.4 2,947 2.0 0 2,498 Floor-20P-30 18 X 16 288 0.035 3.2 927 0.6 0 181 Subtotals for Structure: 15,771 0 10,248 Infil.: Win.: 52.6, Sum.: 26.3 1,152 4.487 5,169 0.561 526 646 AED Excursion: 196 Room Totals. 20,940 526 11,090 C:\...\Midwest Custom Const - Countryside Solutions.rhv Thursday, November 20, 2014, 9:36 AM Maw— 4-%1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Auer Steel(New Hope) Midwest Custom Const. Plymouth.MN 55441 Page 10 System 1 Room Load Summary - - - ---Htg Min Run Run Cig Cig Min Act' Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Main Floor 1,064 21,867 293 5-6 583 12,208 510 572 572 2 Second Floor 1,232 20,940 280 5-6 529 11,090 526 520 520 Ventilation 8,248 3,093 2,798 System 1 total 2,296 51,055 573 26,390 3,834 1,091 1,091 System 1 Main Trunk Size: 12x16 in. Velocity: 819 ft./min Loss per 100 ft.: 0.098 in.wg Cooling System Summary Coolin Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.52 87%/13% 26,390 3,834 30,225 Equipment Data - Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\...\Midwest Custom Const- Countryside Solutions.rhv Thursday, November 20,2014, 9:36 AM PEC IF I CAT IONS t� MEMBRANE PROPERTIES k fi Type polymer-enhanced asphalt liquid-applied membrane bk Color Black x Solids 62(percent by weight) Density 8.1 lbs/gal Application Airless spray Application Temperature Minimum 20eF Cure Time 16-24 hrs fi Thickness 60 mils(wet)' ® Adhesion to Concrete(Peel,N/m) Results Exceeds Method ASTM C-836 ® Elongation Results 1800% Method ASTM D412 Low Temperature Flexibility ■ Results Flexible to 0eF Method See= tl i Crack Bridging Ability ® Results Exceed 10 cycles to 1/8"at O"F hfethod ASTM C-836 Water Vapor Permeance Results 0.44 perms for 60-mil wet coating(grains/sf/hr) Method ASTM E-96 Wet Method Resistance to Degradation in Soil Results Good Method ASTM E-154 Mold Growth and Bacterial Attack Resuhs No degradation Methods ASTM D-3273,ASTM D-3274 Membrane cures(dries)to 40 mils. Bend waterproofing compound around 1°mandrel. "(90 _<2AV11e )_I�etve_ A 5 . f, t _ r ©2003,Tremco Barrier Solultionn,Inc WATCHDOG WATERPROOFING'is a regislered trademark of Tremco Barrier Solutions,Inc. 785.0005 Rev.10/03 i , io► ; x „ WATCHDOG WATERPROOFINWIGO WATCHD Gt 'WATERPRQQFING,features o flexible,polymer-onhanced woterproofing is destgned�for�spr-P po P p_, g,. ` - membrane' Qy Pp A,that; roa d licahonboo leakred ccon� ori aATed 10 o k A ERPROCFING Installed by experts Curing and backfilling WATCHDOG WATERPROOFING'is installed by Barrier Foundations coated with WATCHDOG WATERPROOFING Solutions Contractors—.professionals skilled in the details of should be allowed to cure at least 16 to 24 hours,or longer if successful basement waterproofing.These contractors undergo ambient temperatures are below 45°F and/or if humidity is 80% extensive training and are monitored for quality performance to RH or above.Make sure the membrane is cured before installing ensure the highest quality application. drain the and gravel(unless the membrane is protected by foun- dation board at least 24 inches up from the Footer)and backfill- Surface preparation ing.Use clean fill materials for backfilling.Avoid backfilling The wall surface should be smooth,monolithic and clean. with sharp,angular rocks,any rocks bigger than a softball,and Remove loose aggregate,dust,mud or sharp protrusions from the any materials that may puncture the waterproofing membrane. wall.On poured concrete walls,remove all wall ties—both inside and out.Repair all substantial voids—including large tie holes, Drainage requirements cracks and honeycombs larger than your fist—with an asphalt- WATCHDOG WATERPROOFING is designed for use with a based mastic or non-shrinking grout. foundation drainage system consistent with local codes and good construction practices.A typical exterior drainage system consists �F of 3-inch minimum perforated drainage pipe—with gravel over '';' the pipe,on the footer and at least 10 inches up the face of the vertical wall.The drain tile should channel water to either an operating sump pump or to daylight.The grade should always a , slope away from the foundation. P - Environmentally responsible l :> WATCHDOG WATERPROOFING membrane uses a non- : }. , flammable,water-based carrier that meets VOC limits in all 50 �. U.S.slates.It has been thoroughly tested by independent labs using Federal EPA standards for leaching.The results prove that no harmful leaching of the membrane occurs. Availability and cost. WATCHDOG WATERPROOFING is competitively priced and available through your Barrier Solutions Contractor. The WATCHDOG WATERPROOFING membrane is spray-applied to For more information about WATCHDOG WATERPROOFING, seamlessly bridge foundation settling cracks and seal out water pen- etration.Its material was specifically designed for spray application contact your local Barrier Solutions Contractor,call Tremco on below-grade exterior foundation walls.The membrane remains Barrier Solutions at 800-DRY BSMT or visit elastic at low temperatures for dependable year-round protection. WATCHDOGWATERPROOFING.com. System application Your local Barrier Solutions Contractor is: WATCHDOG WATERPROOFING membrane is sprayed evenly over the entire foundation wall.The membrane can be applied when ambient temperatures are as low as 20°F,and on dump or green concrete. However,the membrane must not be applied over standing water,a water film, ice or snow.On poured concrete basements,WATCHDOG WATERPROOFING can be applied as soon as the forms are removed,and on parged block basements, as soon as the mortar is dry. New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. `V IC I 1 Mailing Address of the Dwe 'ng or Dwelling Unit City to o ti� Name of Resid tial Contr ctor MN License Number KFSHo�``` -S vc N L.c�C C ) THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) o (D C 5DO Active(With fan and monometer or 1 F T other system monitoring device) mco0 _ m a°m 3 « U a°i n ° f6 a U -2 a ° Location(or future location)of Fan: Q m CO c ° c N ` T c Z y N ° G. LL X O Insulation Location 13� o O w N m o 21 2 E E N N '6 6 Cb CO -9 '2 0 Co 6 O) O) r S z LL ii LL LL EOther Please Describe Here Below Entire Slabr1 h Foundation Wall )O Ilk 11- 1 V Perimeter of Slab on Grade Rim Joist(1st Floor) Rim Joist(2nd Floor+) !s Wall X Ceiling,flat Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system airtightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average LI-Factor(excludes skylights and one door)U: Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type U & C,- l,L Passive Manufacturer ,ll�' ( N� �e ' ` a I ^/ Powered p Interlocked with exhaust device. Model N �'4 D�� Describe: Input in Capacity inOutput Other,describe: Rating or Size BTUS: p Do v GallonsC) in Tons: AFUE or SEER Location of duct or system: Efficiency HSPF% / /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 6S 1 cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: I Low: I IHigh: I Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: p,�Ito, glt Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: p "metal duct Builders Associaton of Minnesota version 101014 4- 7 _ DATE TIME I/ CITY OF ORONO CALLED IN INSPECTION NOT�CSCHEDULED !/•"�� PERMIT NO,220 q COMPLETED ADDRESS SO Al- 6&M Qb1_1'V1E- OWNER T_ wE.PH E N CONTRACTO �Sf DESCRIPTION DOTING [IDEMO-FINAL ❑ SEPTIC FINAL ❑ OURED WALL [I PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP [I HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNEWCONTRACTOR TO MEET YOU:_YES_NO COMMENTS-a PrOut G G a r erem,-, zo v-tra4 d o roa�s.�� 6fl ployme- OF o .�Q re s�a.�. �b�'�'�•✓ �a �s e� 41 a Q1�, „�6t ry ea• W JAI &,e-- ate' jCf Itl r/ /ei,n S a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc ❑CORRECT WORKS PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑NATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspect ?,RueCopylinspeaWs File Canary Copy/Site Notice z DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE, SCHEDULED PERMIT NO. ,,/COMPLETED ,y ADDRESS ,, �!� A1,91 dree -,�j LA � OWNER TELEPHONE NO.93-R"01-0- CONTRACTOR T, DESCRIPTION roo_h� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI 0 [3EXCAV/GRADING/FILLING C [I FOUNDATION WATERPROOF [3 PLUMBING FINAL ❑ TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL r ❑ D ❑ S PTIC INSTALL [3FOUNDATION/REMOVAL 2 OWt(ER=ONTRACT EET YOU- YES_NO y COMMENTS: a 0 0 W Q W W j d W ❑WORK SATISFACTORY.PROCEED ❑PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 4 hours In adva 49-4600 OwnedConftctor on site: Inspector. White Copylinspector's File Canary Copyll,Notice `f- DATE TIME CITY OF ORONO CALLED IN INSPECTION NO IC SCHEDULED PERMIT NO. (� COMPLETED ADDRESS OWNER TEL H No. CONTRACTOR DESCRIPTION WFOOTING ❑ DEMO-FINA ❑ SEPTIC FINAL QEl POURED WALL ❑ PLUMBING ❑ EXCAV/GRADING/FILLING y0 ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc cc Q�r� ® J --6 �G'k�e�Gri�2 0 W Q 2 W W j d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Cr. ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. a PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Ca-11 for " spection 24 hours in advance. (952) 249-4600 Owner/&ntractor on sitLZ a �� Inspector. �w- White Copylinspector's File Canary Copy/Site Notice TI ATE MI/ CITY OF ORONO CALLED IN /�—��D-1.5 P�' INSPECTION NOTICE SCHEDULED 3 PERMIT NOc;_221410/35 F COMPLETED ADDRESS c ��,�kAe OWNERT EPHONE NOZ3-al-54'39 CONTRACTOR Ikkd 9XV -7_64,ais DESCRIPTION h-A C5 tQTING ❑ DEMO-FINAL [I SEPTIC FINAL 'Q ❑ POURED WALL [3PLUMBING RI ❑ EXCAV/GRADING/FILLING Cot ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc L4100, /tT J O cc rocs W cc Q uj z ry W J O W ❑WORK SATISFACTORY.PROCEED ❑PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED j<NSPECTION REQUIRED.CALL TO ARRANGE ACCESS. '''� �� Call for the next inspection 24 hours in advance. (952) 249-4600 OtlmertCorrtractor on bite: Inspector. ®�^' White Copyfinspectoes File Canary Copy/Site Notice 4 7 DATE TIN'/ CITY OF ORONO CALLED IN —2 _/S INSPECTION TICS SCHEDULED s � PERMIT NO. 49130 CCO/M'PLETED ADDRESS ` OWNER T NE NO; S J�L- - CONTRACTOR DESCRIPTION �C 4r OOTING [I EMO-FINAr, ❑ SEPTIC FINAL QRaLIRED WALL? [IPLUMBING RI ElEXCAV/GRADING/FILLING O ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO o) COMMENTS: <<�� ^ 02 CC W a O 51 6<r cc O -- W CC zG10��v«�'• /,�/O v«p Q D W cool �(�/^Q lOriJ.t ao®rG rsc� a/��s ¢ ,JG ✓�„ CC j O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CrW ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY RRECT WORK,CALL FOR REINSPECTION TEMPORARY B ORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L7 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/Contractor on site: Inspector i w- White Copy/Inspector's File Canary Copy/Site Notice D l �E V CITY OF ORONO CALLED IN ` INSPECTION NO IC SCHEDULED PERMIT NO. COMiPLETED ADDRESS OWNER TELEPHONE NO.gE2 -,-?.I) --i�z r CONTRACTOR DESCRIPTION SOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q/ CURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O� ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ TIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO MEET YOU: YES_NO COMMEN CL ccJ OIQ QC cc 1 W G; / WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W b UORRECT 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 ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours!A advance_JW2) 249-4600 Owner/Contractor on site: Inspector. L' White Copyllnspector's FileCanary Copy/Site Notice L , /777DATE TIME CITY OF ORONO 5CCAtLLED IN INSPECTION NOTICED SCHEDULED �� PERMIT NO. A�D/�' COMPLETED ADDRESS 460 D Al OWNER T E L E P 4 ONE N077(Q3 CONTRACTOR I, SAIL �C '> DESCRIPTION Py u w ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Qiu–TOURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING H ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ TIC INSTALL ElFOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: YES—NO COMMENTS: Cc � F;rr�S j l'101�S G — cc W Q Zre6Q i - ,I�� �i�i�e r rte. �l ams a ✓�o r W �(✓a�� wG�s - —C G'd- o rs !ac c .os6 �bls•�Li r �CpK W� 11 WORK SATISFACTORY:FACTORY:PR ED L, PROJECT COMPLETE CORR ORK&PROCEED ��� �Iet L� ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION�J G�r�/� EMPORARY BEFORE COVERING /'t 9 �Cto'/ / PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN C,�pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED U 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 CopylSite Notice i gAT�S TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. -2�4 bl3 COMPLETED ADDRESS OWNER TELEPHONE NO. �� 6 Z6/h CONTRACTOR ✓1 V i i d lig )e.S t a q . DESCRIPTION I Ng L) W ❑ 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 09VJaAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE PTIC INSTALL ❑ FOUNDATION/REMOVAL OWNERICONTRACTORTO MEET YOU: YES_NO WCOMMENTS: r uY1c�Gcf i�n S lir Y eq Q. El, J 0 W Q , Q z G4 Gr �►- ���Ksoe�z��o;... W W cc d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Q BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ON REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White CopyAnspector's File Canary CopylSite Notice P 7 DATE TIME/ CITY OF ORONO CALLED IN INSPECTION NOTICdf SCHEDULED — d� PERMIT NO. COMP ETED Tr ADDRESS_ t6(2,0 A) IX.., OWNER ����T++++ELE"ONE O.�Y�� � CONTRACTOR Gt�S ( J. DESCRIPTION W ❑ 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 ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL zC v ❑ DEMO-SITE ❑ TIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:YYES_NO COMMENTS: cc W ' � a O d W Q J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc ❑ FIR CT WORK>£PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W CORRECT WORK,CALL FOR REINSPECTION TEMPORARY EFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advance. (952 00 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN , INSPECTION NOTICE SCHEDULED PERMIT NO. 2oEi—n COMPLETED ADDRESS Pq Shore I_Z21 OWNER TELEPH"'66. to 12- "Z(°10 CONTRACTOR (� S� Neto DESCRIPTION G 1 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ FR ❑ MECHANICAL FINAL ❑ PROGRESS 09..LUSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNEWCONTRACTOR TO MEET YOU: YES_NO COMMENTS- 'e-00roe Gp�e G'Ow�,Q��,�„eCC � *r gmi e6 A orli-�5�o p csi✓ems G� (.V al�s �L r4P- o C Ie', ° ('pv'd e �f��ti� �o✓ /olo✓ �o�SCf rr.�.�.c. W Pa 0'fk eG( -�'a �ovrt� !!f Q ,. ZFrruw�- ,us gilSa��.�,, W j d W G WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C7 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �6;c.NSPECTION REQUIRED.CARL TO ARRANGE ACCESS- Call Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. ate- White Copy/Inspector's File Canary Copy/Site Notice �_ � DATE TIME CITY OF ORONO CZZ IN INSPECTION NOTI� SCHEDULED c PERMIT NO. COMPLETED t ADDRESS �qQ Sn Al. Sh fgre jOe OWNER TELEPHONE NO. &/2 3 l Z42Z(O CONTRACTOR 1 : IC�L1�P DESCRIPTION 0 FOOTING �iSEPTIC FINAL DEMO-FINA Q ❑ POU ED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FO NDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z gDON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION AMINGMECHANICAL FINAL ❑ PROGRESS OLATIONWOOD BURNER/FIREPLACE ❑ COMPLAINT AL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES—NO COMMEWTS-._-_' cc W a J O ac O 2 W cc Q If 97 2 W J d W ORKSATISFACTORY:PROLE ❑ PROJECT COMPLETE LU ❑ ORRECT WORK&PROCEED D ISSUE CERTIFICATE OF OCCUPANCY W OO ❑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. ) 249-4600 Owner/Contractor on site: Inspector. White CopylInspector's File Canary Copy/Site Notice cDATE TIME 111 CITY NO CALLEDIN INSPECCTIONION NOTICE SCHEDULED PERMIT NO. W-L13egCOMPLETED 11 ADDRESZR _2S15' T � Shl OWNERq—TELEPHONEAi7 7( 7g� C CONTRAClreSl a �I/c�Lt IJ�sf�'�� DESCRIPTION W ❑ 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 ❑ PROGRESS (__1 INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL ZQ v ❑ DEMO-SITE ❑ SVTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES_NO C) COMMENTS: W CIC C J O O W Cc Q 2 W Z W J d W RK SATISFACTORY:PROCEED 11 PROJECT COMPLETE W D C RECT WORK&PROCEED L1 ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN 13 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advance. (952L -4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copylite,Notice ✓�V� / E TIME CITY OF ORONO GALLED IN INSPECTION N I SCHEDULED PERMIT NO. MPL ED ADDRESS ` OWNERELEPHONE O� 4F-3-'��'�L- CONTRACTOR - DESCRIPTION W ❑ FOOTING ❑ EMO-FINAL ❑ SEPTIC FINAL El WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O El FOUNDATION WATERPROOF ❑ PLUMBING FINAL El TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES Cr NO COMMENTS: cc sac a ��,5l2�1 s'•s �) ®/O U/t7 GG 4+E'GYr 7.w aG Lev, O bolo lea. SLU cc fcoa Q z Re S << W W j d W ❑WORK SATISFACTORY':PROCEED L_, PROJECT COMPLETE W ECT WORK&PROCEED LJ ISSUE CERTIFICATE OF OCCUPANCY O L CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LlSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 11 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: NO"YL' Inspector. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE � SCHEDULED o/7 PERMIT NO. b zosCOMPLETED ADDRESS OWNER TELEPHONE NO. 7y- CONTRACTOR /2/m ',�`7�C�( 3: DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING 0 ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S TIC INSTALL OWNERICO TOR TO MEET YOU:RYES_NO i7YLC COMME�N :�� - `T /6 -�O D.S. Val • r.�l`��---e -TL� site 5 cc 0 W , '_�/`QU64� p�tG�✓Sym � c e- 0��� /CG� Ujcc W J d S L i�P b A4 e W LlWORKSATISFACTO ROC E 11PROJECT COMPLETE U4 ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OLl CORRECT 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. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. i White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN —� S INSPECTION N TIC HEDULED — PERMIT NO. 7ETED ADDRES�j OWN TELEPHONE NO. CONTRACTOR DESCRIPTION W7&64��67" 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 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 Q OWNERICONTRACTOR TO MEET YO4:_YESn_NO COMMENTSA9 17fO y1 d l�/'�,S • -� r It zL C es r r'eC,tio is ® Pro tom-v- �^P, w4a r4 q/e -�4b tirse LOL rov FO-e #411 0164.:, roses m • 7%y .. QOT 044C-f.* rf4 ~ j'YI ri 3� .�6 u w t��La� v O r'dfr-_ jtil� . Peelr�- .t t �"� Air. mop 0 LU 0 WORKSATISFACTORIFPROCEED � ❑PROJECT COMPLETE cc W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY CJ BEFORECOVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours In advance. (952) 249-4600 OwnedCorrtractor on site. � �• Inspector. n� White CopyMspeeWs File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION C SCHEDULED IT PERMCOMPLET'ED ADDRESS ()0 r� fin OWNER TELEPHONE NO. '7b 3 -TRO^ �S= CONTRACTOR r4e6f2nc((_ DESCRIPTION � � � �'� W ❑ FOOTING ❑ DEMO-FINALSEPTIC ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAM ❑ MECHANICAL FINAL ❑ RATED WALLS IN CATION E3WOOD BURNER/FIREPLACE [3COMPLAINT vLwj NAL ❑WATER HOOK-UP ❑ FOLLOW-UP AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OW mcoNTRACroR To mm You:_YES_NO COMMENTS: j 0 W 0C Q W W j d %U ❑WORK SATASFACTORY:PROCEED ❑PROJECT COMPLETE W ❑ RRECf WORK 8�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V (XyVERINO PERMANENT ❑CORRECT UNSAFE CONDITIION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WALL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cell for the next inspection 24 hours In advanol�. ) 249-4600 OwnerlContractor on site; Inspector: 61 Wi to CMMspecWs File Canary CopyUS(te Notice sc_� DATE TIME �ITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 1C 14 -0/3-T COMPLETED ADDRESS OWNER TELEPHONE NO. 71,3C) CONTRACTOR z22 /,Q& ,, DESCRIPTION � d� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAt{;-6& Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI -1 SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v /SFR AL ❑ WATER HOOK-UP ❑ FOLLOW-UP _(�❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL OWNEWCONTRACTOR TO MEET YOU YES_NO cdn COMMENTS: a '#4 E GGC O W cc Q 2 W W J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc D CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 D CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C 1 BEFORE COVERING PERMANENT D CORRECT UNSAFE CONDITION WITHIN HOURS. D PHOTO TAKEN INSPECTOR WILL RETURN D STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 6iNi_ E'CTION REQUIRED.CALL TO ARRANGE ACCESS. C ne ion 2 hours in advance. (952) 249-4600 Owne ontractor on site: r Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N �SCHEDULED In PERMIT NO.-�v " COMPLETED ADDRESS p R2 A), Sh&(-fesZ/ � rrz y-e OWNER TELEPHONE NO.Lk3796 J6tt CONTRACTOR DESCRIPTION `"'��(-- as, W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATI N WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADO LAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FR ING ❑ MECHANICAL FINAL ❑ RATED WALLS SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT K-JF WATER HOOK-UP ❑ FOLLOW-UP S BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W J O Cc O W QC Q 2 W L W C J d W ❑WOR FACTORY:PROCEED PROJECT COMPLETE aC ❑CORRECT WORK&PROCEED ❑ SUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN 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 Copyflnspector's File Canary Copy/Site Notice DATE TIME Crff OF ORONO CALLED IN INSPECTION NOTICE 0 SCHEDULED ` PERMIT NO.to/#-- ®`,5(m COMPLETED /® ADDRESS 4een 1<410 0 OWNER TELEPHONE NO. / CONTRACTORo DESCRIPTION ky ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAWGRADING/FILLING y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL ❑ RA ON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS. el a Ala ou W9, - -,:-A 0 ®rte ®1 / 0 W cc Q tuZ W cc j O Uj ❑WORK SATISFACTORY PROCEED ❑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 ❑NATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwneOCont r on site: a ...... Inspector White CopyAnspwWs File Canary Copy/Site Notice r \�Of Building Permit Survey Legend • Found Iron aonument Drainage Prepared for: Midwest Custom Construction LLC O Set Iron Monument (LS 14700 O Well - SCALE x 000.0 Existing Elevation (-QD power Pole Address: 4680 North Shore Dr. o 10 20 40 (000.0) Proposed Elevation Ex/stfn Orono, MN 55364 GFE=10 Ply. 07-117-23-32-0050 Garage 2 1 inch = 20 feet 1026.5 6.9 1026.7 01 r0 ©` p� s8, '3600„E 138:16. (comp.) �s. `. 1013.4 ' 6� ca\ �0� \' r-}_ 04.9 , _... 47 ;•F 1p7>) 1 x`pL O 1 O `7 . 07070. 'p, �`.../�O� o'" (S N/ . I/ 0'2 Existing Garage y�W GFE=1008.2 � ���Op � k � (upper) �9 \. t \ \*\ `. d?\ 21.2 +x. GFE=996.9 (lower) a� / 9g5 s ggs �` \�" \\ 1-4 .7- 70086 X008 99516 .`1 006.9 Gravel Driveway ` , Q) ty f I t vI I 994.9 I I (to be .removed ) 1 t r J O 0 I or replaced) I/r J(993.5 s: \ \ o d- - - I x 992.9 993.0I 93 (993.3) } O Top - 993:8 I 992 ) r"1993,2� (993.3)(99 ` of Wel - ) ^ Z9j-5) (5re).5 1 . 20 o -1-1 � 3 3) - - - J(6 Garage P-i VAj �4 26.0 '; i l rnl Proposed Residence 4.6 I o LFE=984.8 f" 25.'O =< 1 to b GFE=993.5 s.1 oio' e Top Found.=993.8 - 20 d ( 1 �, 32.s Ff`E=994.9 x'5.0 � 25 I :I I HouseCQ' r ) N 2 N I I p P rch -- ---- --- 5.6 --- �------- - °---.-{^ I j I (moo r `99 h Existing Hese l I (993 J)'25 (to L�be remo�ed) I j (993.0) E=989.3 / 10. 111 �� , r9y2, ` r, _ I s� w ro Concrete Wra - (990) 5 & flet. Wotl / gQ 26.4 / 986.9 o be removed) ,--Sanitot`Se.rWce Stub t Ions ovallable of (Pet. plans \ (to ernoved� L.J City of Orono).,.,"-,..-. ` - of Lot 80 I 9 _sE corner C ` 4_>> 51 � �,, ��_ t _(os monumea�.ed) 987 �4 j' .y 988-"` 988. �R-igt33 82' ' _ f 988. f- Stormwoter Quality Overlay District: Tier 2 \ \ R�C�d Edge Rnm_970.2 2 + Hardcover Calculations (sq. ft.): of B/tUmTnous--� f Existing Garage 1,000 No • Proposed House 1,633 te. Sanitary sewer and manh` C 9. Proposed Driveways invert elevation information enter/irje__ NO. g8 Total Hardcover 7,866 -19 provided by City o/ Orono. i Lot Area 26,282 Description (supplied by client): Part of Lots 79 and 80, TONKAWEW GARDENS, Hennepin Percent Hardcover 29.92 County, Minnesota, l ng South of a line running West at ri hf - --' --- angles from a point in the East line of Lot 80 distant 203' (Retaining Walls = 57 sq. ft.) feet North from the Southeast corner of said Lot 80. Bearings & elevations based on assumed datum. Job Number: 7906 I hereby certify that this certificate of survey was SCHOBORG prepared by me or under my direct supervision and Book/Page: LL that I am a duly Registered Land Surveyor under the tows of the Sfa of Minnesot•Q. Survey Date: 11/13/14, 11/14/14, 11/17/14 LAND SERVICES /�� 1 Drawing Name: Johnson. INC, Drawn by. KLB Paul B. Schoborg Revisions: J� /Q F i�IBJ r ', G ./(J Iy...� 763-972-3221 8997 Co. Rd. 13 SE / 7.014 www.SchoborgLcnd.com Delano, MN 55328 Date: _�_______ Registration No. 14700 +r, IRON COPY Building Permit Survey Leaend • Found Iron Monument Drainage Prepared for: Midwest Custom Construction LLC O Set Iron Monument (LS 14700) 0 well X 000.0 Existing Elevation SCALE CZ+ZD Power Pole Address: 4680 North Shore Dr. o 10 20 40 (000.0) Proposed Elevation e. Orono, MN 55364 Existing Gal%9e� PID 07-117-23-32-0050 .- GFE=1026.9 1 inch = 20 feet 1026.5 9- -- .. 1026.7 jobr -�O / es' X38 3600-E 138:16 cam 1013.4 _ `�-•_- C P I ,`4 .- \ O�6'1 Ia ��oj �1p0 :��o T=lD 4.9 `yp�0b" . �7\ ` x1 70 70 �1 ` 08._ Existing Garage '� Gam., \ y W/ GFE=1008.2 �.. M1� roto , .\ ` `u (uPPer) -- \J2 -g GFE=996.9 --- y.l 9�� �' -- 21.2 -- --_ � 01 (lower) � '�\ � •995 `����.. ` \ \ ... � a � \' v� C ��. A o 0 r 006.9 ".Gravel Driveway ` D p o ( .9,94-9.I (to.be .removed � I or replaced) o i o L i (994) x �� l` ' \ �•` (993.5 Qj O 0 993. / �� (993.3) Z' 1 (993. TOP of Wel = 99 OI j X992 S) 993,2) (993.3)(9 ) 993.5) (993.5 (1 I o 20.0 - O J-32 -- 1' Garage kj kj \ ty pj 16.0 .� o , �I Proposed Residence 4.s ( t o LFE=984.8 _ 25.0 - o V s.1 �� �o �m GFE=993.5.. 20�.: `t c Top Found.=993.6 - v, 105 �a s2.5 FFE=994.9 �. .r 0 - 2 -House ro P rch o'. �'R. oC-14bi c > 'n d 411- 0. �. Os 01 m 11J CO Exisin '----- - ,.' cont o f O �t3 . M T 99 9 Hous (993.�S (to a rem / 5.0. N C _ F- o ve ) 1 10 ;. aw. �f Q > > W CO f d C c`_p Q 0 2 . LU 88' Concrete Walkw -� I � � «.. St s & Ret. Wall- (990) �. � a `Q❑..Q 'co G removed) Ps.a Service Stub 986.9 �- Sanitaty (per plans aval7bble at (to emoved�` �J jty.of Orono) ��E Corner�of Lot_ 8Q CO 987 �� R 1 4 J '22�, �rOP• Silt Fence las rapnun'rea ted) , � A 988. _ "-� � -- 9p� __�---._., �- _--•♦_ Stormwoter Quality {L 989.2 Overlay District: Tier 1 \` Oa� Edge inv=97.0•2 , Hardcover Calculations (so. ft.) of B�tUm naUS_ `'�._` - '�-�- Existing Garage 1,000 Note: �� t�� � Proposed House 1,633 Sanitary sewer and manhole DEC 0 Proposed Driveway ,�$Z1 invert elevation information Centerlir)e_` ®. 989 82014 Total Hardcover 6,454 provided by City of Orono. i L f Lot Area 26,282 Descr tion (sunolied by client): -1 Port of Lots 79 and 80, TONKAWEW GARDENS, Hennepin CITY OF ORONO Percent Hardcover 24.6% County, Minnesota, lying South of o line running West at right - angles from a point in the East line of Lot 80 distant 203 (Retain/ng Wolfs = 57 sq. /t.) feet North from the Southeast corner of said Lot 80. Bearings & elevations based on assumed datum. ] Job Number.- 7906 hereby certify that this certificate of survey was prepared by me or under my direct supervision and Book/Page: LL that l am a d egistered Land Surveyor under the �� � ����'��� laws of the 'at of i so Survey Date: 11/13/14, 11/14/14, 11/17/14 Drawing Name: Johnson.dwg {]C. ______ _-�_ Drawn by. KLB Paul B. Schoborg Revisions: 12-08-14 (narrow driveway, 763-972-3221 8997 Co. Rd. 13 SEreduce hardcover to under 259; contours) www.SchoborgLand.com Delano, AIN55328 Dote: ____ __ Registration No. 14700 N] S o e DP . 201 - 3SE e Planning • Zoning Department Me o TO: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: November 3, 2015 G/L: 101-22205 Re: Escrow Refund Building permit #2014-01358 and demolition permit #2014-01459 pertaining to 4680 North Shore Drive is complete. Please refund$2,500 to the property owner,Tonka Lake Properties, LLC. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received DO NOT MAIL CHECK ROPERTY OWNER WANTS TO PICK UP. w.\street files\north shore dr146801esaow refund 2014-01459&2014-01358.doc x City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.012506 Dec 22, 2014 i Midwest Custom Construction Previous Balance: 00 Permits 2014-01358 4680 North 1,884.75 Shore Dr 101-32510 Building Permits Permits 2014-01358 4680 North 245.70 Shore Or - Difference of Plan Review 101-34410 Plan Check/Site Exam Fees Permits 2014-01358 4680 North 118.92 Shore Dr 101-20802 Due to govts-State Permits 2014-01466 4680 North 2,500.00 Shore Dr 101-22205 Deferred Rev-Developer Deposit Total: -------------- 4,749.37 Check -- -°-- Check No: 95526 4,749.37 Payor: Midwest Custom Construction Total Applied: _ 4,749.37 Change Tendered: .00- 12/22/2014 03:45PM---------�-- CITY OF ORONO * 2014 - 01466 * 2750 KELLEY PARKWAY DATE ISSUED: 12/22/2014 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 4680 NORTH SHORE DR PIN : 07-117-23-32-0050 LEGAL DESC TONKAVIEW GARDENS LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW TIED TO NEW HOME BUILDING PERMIT#2014-01358-PD CK#95526 BY PREMIER TITLE APPLICANT ESCROW FEE-BUILDING 2,500.00 MIDWEST CUSTOM CONST. Payment(s) TOTAL 2,500.00 716 HWY 10 NW CHECK 95526 2,500.00 BLAINE,MN 55434- (763)780-5000 Minnesota State License#:BUIL-683235 OWNER Tonka Lake Properties LLC 3535 CTY RD 44 MINNETRISTA,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 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 4QM NDO 5MYU �, o.3 k to- 22.,-6 .Date Tirne Inspector,.Inspection Type._... ...... __ Stat H Pearcy ilk Address, P fype _ Property Type Construction Type �6115M15 12:00 AM METJ Mecharnc al-Air Test P Y 2015-00699 4680 North Shore Dr Mechanical 35 Residential Fire -Gas � 813111015 1200 AM METJ Mechanical-Final P Y 20154M 46M North Shore Dr Mechanical(>$%0) Residential Fireplace-Gas 411NMI5 1200 AM SOBR Final P Y 2015.00427 4680 North Shore Dr Sewer Residential Re-Connect 5/12/015 1200 AM METJ Mechanical-Air Test P Y 2015-00387 4680 North Shore Dr Mechanical(>$500) Residential Mechanical-Multiple W3112015 1200 AM ME Mechanical-Final F Y 2015-00387 4680 North Shore Dr Medianical Residerhtial Mechanical- m 813V2015 1200 AM METJ I Manometer Test with Final P Y 015-0II387 4680 North Shore Dr Mechanical(>$500) Residardial Mechanical-Multiple 4120@015 1200 AM METJ Mechur al-Rough In P Y 015-00387 46M North Shore Dr Mechanical(>$500) Residential Mechanical-Multiple 9/16/2015 1200 AM METJ Mecharkal-Final REINSPECTION P Y 015-00387 4680 North Shore Dr Mechanical(>$500) Residential Mechanical-Multiple 4/24/2015 1200 AM METJ Plumbing-Rough In P Y 2015-00383 4660 North Shore Dr Plumbing $5DD Residential Fochhres-LWfiple 8131/2015 1200 AM METJ Plumbing-Final P Y 20154M 4680 North Shore Or Plumbing(>$500) Residential Fixtures-MuHiple 5/1211015 1200 AM METJ Plumbing Air Test P Y 015-00383 4680 North Shore Dr Plumbing(>$500) Residential Fixtures-Multiple V2012015 1200 AM SOBR Final P Y 2015-00048 4680 North Shore Dr Sewer Residential Disconnection Escrow Refund Requested 2014-01466 4680 North Shore Dr Escrow Fee-Tied to Building Permit Residential Escrow Fee-Tied to Bt Escrow Refunded 01401466 4680 North Shore Or Escrow Fee-Tied to Building Pemdt Residential Escrow Fee-Tied to Bt 11141015 1200 AM METJ Demo Pre-Walk Through P I Y 2014-01459 4680 North Shore Dr Demolition Residential Demo-Principal Struc 1/2312015 1200 AM METD Final P Y 12OU4M9 4680 North Shore Dr Demolition Residential Demo-Principal Struc V28P1015 1200 AM METJ Footing or Re F Y 201401358 4680 North Shore Dr New Structure Residential Single Family 813V015 1200 AM METJ Foundation Water Proofing F Y 2014-01358 4680 North Shore Dr New Structure Residential Single Family 2QS 015 1200 AM LOMA Foundation Survey B14 Framing P 201401358 4680 North Shore Dr New Structure Residential Single Fano 41711015 1200 AM METJ Framing F Y 20'1401356 4680 North Shore Dr New Structure Residential Single Family 511512015 1200 AM METD Insulation F Y 2014-01358 4660 North Shore Dr Now Structure Residential Single Fafffdy 813V2015 1200 AM METJ Final F Y 01401358 4680 North Shore Dr New Structure Residential Single Family As43mlt Sura 01401358 4680 North Shore Dr New Structure Residential Single Farnily Escrow Refund Requested 20/401358 4680 North Shona Dr New Structure Residential Single Family+ Escrow Refunded 2014-01358 4680 North Shore Dr New Structure Residential Single F 813111015 1200 AM METJ Silt Fence ed&Inspected) P Y 2014-01358 4680 North Shore Dr New Structure Residential Single Family 2/13/015 1200 AM METJ Footing or Re REINSPECTION F Y 014-01358 4680 North Shore Dr New Structure Residential Single Fans 2/912015 1200 AM METJ Footing(or Rebut'}REINSPECTION F Y 2014-01358 4680 North Shore Dr New Structure Residential Single F 211 V2015 1200 AM METJ Footing or Re REINSPECTION F Y 2014-01358 4680 North Shore Dr New Structure Residential Single Farnily 211VA15 1200 AM METJ Footing(or Rebar)REINSPECTION P Y 201401358 4680 North Shore Or New Stntclure Residential Single Farnily 2/12/2015 12:00 AM METD Footing or Re F Y 2014-01358 4680 North Shore Dr Now Structure Residential Single Fane 2/1512015 12:00 AM MEED footing or Re REINSPECTION P Y 2014-01358 4680 North Shore Dr Now Stricture Residential Single Family 2/17/2015 12:00 AM MEQ Poured Wall(Foundation) P Y 20/401358 4680 North Share Dr New Structure Residential Single Family 5115!2015 12-00 AM MEM Framing REINSPECTION F Y 014-01358 4680 North Shore Dr New Structure Residential Single Fandly 51191015 1200 AM METJ Framing RENSPECTION F Y 20�W-01338 4680 North Shore Dr New Structure Residential Single family fl 512212015 1200 AM MIETD insulation REINSPECTION Y 2014-01358 4660 North Shore Dr New Structure Reside► Single Family i'6/1812015 1200 AM METD Framin REINSPECTION P Y 201401358 4680 North Shore Dr New Struchue Residential Single Family q 612412015 1200 AM MFU Lath P Y 201401358 4680 North Shore Dr New Structure Residential Single Farr* 6/24/2015 1200 AM METJ ILath P I Y 2014-01358 4680 North Shore Dr New Structure Residential Single Family 10/812015 1200 AM ROGP Foundation Water Proofing REWSPECTION P Y 201401358 4680 North Shore Or New Structure Residential Single Family 911612015 1200 AM METJ Final REINSPECTION F Y 201401358 46M North Shore Dr New Structure Residential Single Family 9/18/2015 12:00 AM METD Final REINSPECTON F Y 201401358 4680 North Sham Dr New Structure Residential Single Family 10MM15 12:00 AM METJ Final REINSPECTION F Y 2014-01358 4680 North Shore Or New Structure Residential Single Family 10191015 12:00 AM METD Final REINSPECTION P Y 2014-01358 4680 North Shoe Dr Now Structure Residential Single Fannl