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2014-01157 - new structure
CITY OF ORONO * 2 0 1 4 - 0 1 1 5 7 2750 KELLEY PARKWAY DATE ISSUED: 11/17/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS 1070 TONKAWA RD PIN 08-117-23-13-0020 LEGAL DESC RYANWOOD LOT 002 BLOCK 001 PERMIT TYPE NEW STRUCTURE PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE SINGLE FAMILY ACTIVITY 101-SINGLE FAMILY HOUSES,DETACHED VALUATION $ 1,872,502.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, LANDSCAPING, WELL(STATE),ELECTRICAL(STATE) [SAC TRANSFER FROM DEMO PERMIT#5985-5-12-80] NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FO ON SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: NOTE: PRIOR TO ISSUANCE OFA FICATE OF OCCUPA&A AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: SEE ATTACHED ENGINEERING C MENTS DATED 11-11-2014. NOTE: OTHER INSPECTION CALLED FOR: SILT FENCE NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHE CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SUR TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: APPLICANT PERMIT FEE' CHEDULE 9,448.75 CHARLES CUDD LLC STATE SURCHARGE(VALUATION) 849.00 15050 23RD AVENUE N TOTAL 10,297.75 PLYMOUTH,MN 55447- Payment(s) 0CHECK 032256 10,297.75 Minnesota State License#: BUIL-BC635245 OWNER WALLANDER,RAY&LAURA 1070 TONKAWA RD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. M 0 Ap want Permitee Signature Date Issued By Signature Date City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.012273 Nov 17, 2014 Charles Cudd LLC Previous Balance: .00 Permits 2014-01157 1070 Tonkawa 9,448.75 Rd 101-32510 Building Permits r't"r'nits "14-01157 1070 Tonkawa 849.00 F:.! 101-20802 Due to govts-State ---------------- Total: 10,297.75 --------------- Ci itjck Check No: 032256 10,297.75 Payor: Charles Cudd LLC Total Applied: 10,297.75 --------------- Change Tendered: .00 --------------- 11/17/2014 02:11PM CITY OF ORONO 410) BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS q,. Mailing Address: Permit number: .2D 011.57 PO Box 66 Crystal Bay, MN 55323-0066 Date received: Street Address:' Received by: 2750 Kelley tiF fi G� Y Parkwa Y Plan review fee: e Orono,MN 55356 k�'st[o �' Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 1070 -rqmKAwA RD Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ YesNo If yes,a special event permit Is required with Police Department and City Council approval 60 days prior to the event. Shuttle bservice viii us required unless applicant demonstrates sufrclent on-site parking Is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: GMOLIQ State License# C 3Zyr Expiration Date: 11ZP1.5 Phone: cell office / .13S.80ZG Mailing Address: /5050 2 E N Cit u? ZIP: 55Ky Contact Person: At-QW-1 6L*s NkN-r Applicant is: ontrac o>/ Homeowner (circle one) Email and/or Fax: a c c Qy PROPERTY OWNER INFORMATION: Name: RAY 4- LPu%CCA. WA/..&.AN DEiZ Phone(day): Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Descri tion ofproject: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply , New Construction WSingle Family with Residence El Addition attached garage Garage/Accessory Bldg. ]W Public Sewer ❑Accessory Building ❑ Single Family with ❑Deck ❑Relocation detached garage ❑Office/Commercial ❑Private Sewer ❑Other: (specify) ❑Multiple Family/Condo ❑Warehouse ❑Public ❑Storage ❑Public Water "Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review&permits. ❑Industrial I Private Well Minnehahe Creek Watershed District(MCWD) ❑Other:(specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952.471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation(excluding land) a f 87Z. , �D 2- i STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= 8 r^V Number of bedrooms= G Wood/Frame b.Width ft. - is ( )- 78-9' Number of garage stalls: ❑Masonry Areas in sauare feet Attached= 3 ❑Metal c.Basement= 2 S60 Detached=_ -A . ❑Pole Bldg. El ICF d. 15t Story = ❑On-site Prefab e.2n4 Story= 1A-I 5 El Off-site Prefab f. '/2 Story = ❑Other(please specify): g.Total Area= 1 S7 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to beprocessed: Not Enclosed Applicable ❑ Permit Application ❑ Proposed Building Plans ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation(s) ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ Wetland Buffer Improvement Plan ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit(s) ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs In excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the Information that you are asked to provide on this application Is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this Information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather 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. e Applicant's Signature: _r-��/+--� OL�`� Date: Owner's Signature: "At 1l t � �'7 i- j���— Date: 7S '" PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: lbi '[60 raw V 0-1 Description of work: N I 'K� Septic review by: 15;ewDate Approved: Zoning review by: 5 Date Approved: '�T Building review by: �wp- Date Approved: I 1 Grading review by: Date Approved: • ( � ' Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: +4-4150 15 AC Width: Lot Coverage: 5WO SF ].� '9a Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Proposed Setbacks: F pd(Lake) (Street) ( ® S E W ) ( NTid E W ) Other Buildings Wetland // 1 S Side ep 7 2,5(4 lo` 10' Defined Height: Peak Height: FFE:b3, 6 FFE minus 6 feet= 19'1 (Existing Contour) Perimeter(linear feet)= Q�4 � 50% _ � ,J0 #of Stories_1,Ok?�YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and the highest point of the roof. If you have a... I GABLE OR HIPPED ROOF(no :f you have a... • GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance 4 distance between the highest point between the highest point of the roof 1 of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof J (BASED ON ROOF GABLE OR HIPPED ROOF(with (BASED ON GABLE OR HIPPED ROOF(with TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, ALL OTHER ROOF TYPES(flat, • mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basement/crawl space floor and the EXISTING the foundation. J GRADES) highest existing grade adjacent to the GRADES foundation OR 10 feet(whichever is less). EQUALS Defined building height J EQUALS Defined building height Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff es 0 No es 0 No 0 N/A Yes 0 No 0 N/A 0 Yes 0 No � � Permit Number: 4_ Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 0 Yes A No 0 Yes No 7(p070 Type(s): Type(s): Updated: January 2013 v:\forms\plan review checklist 2013.docx REMARKS (in-house): Fees to be Charged YES NO Permit ��` 77 Plan Review State AIM Investigation Fee S 1C � umbeR ofAAC *,q *4 ``` Other(specify) s 9 S S uare Footage $per Square Foota e Basement rX = $ 1s`Floor = $ 2nd Floor = $ Garage X = $ Estimated Construction Value: $ t -1 2,SG-z- Orono Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site ,O'Plumbing 0 Grading/Filling 1' Well 0 Hardcover Removal 0 Mechanical 0 Fire Er Electrical ,0' Footing 0 Septic 0 Water Connection WPoured Wall Fireplace Sewer Connection ,13 Foundation Survey 0 Masonry Lawn Irrigation Ar Radon Rock Bed p1Mfg. p(L,c�,•,,ps�,,�,p,�vc, 0- Framing 0 Other(specify) J3 Insulation ;3'As-Built Survey J' Final 0 Wetland Buffer Other(specify) Fo,,N,%4-DeIV W 4TEAP� 2f 61(-T - CZ REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND I ITA ED IT) %, > I • I (•LOl Updated: January 2013 v:\forms\plan review checklist 2013.docx Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] ununu tiur Sent: Tuesday, November 11, 2014 11:02 AM To: Melanie Curtis; David P. Martini Cc: Andrew Mack; Christine Mattson Subject: RE: F1070 Tonkawa Rd Permit 2014-01157 Melanie, I have completed review of the additional items for the 1070 Tonkawa Road Building Permit application package. Following are my comments for your consideration: 1. The 4" perforated draintile should be installed without a silt sock. Due to issues with the fabric clogging, silt sock can greatly reduce the effectiveness of the Trench Drain. 2. The heavy landscape fabric should be left open on the top, allowing direct contact between the landscape rock and clear limestone. This fabric is also susceptible to clogging and can greatly reduce the drain's effectiveness. 3. The MCWD permit has been approved, and a copy was submitted for the City's information. 4. The silt fence is to be installed and inspected prior to any land disturbing activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean, Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952) 448-8838, ext 2892 F:(952) 448-8805 email: bobbed-bolton-menk.com -----Original Message----- From: Melanie Curtis [mailto:MCurtisa-ci.orono.mn.usl Sent: Friday, November 07, 2014 11:45 AM To: Robert Bean; David Martini Cc: Andrew Mack; Christine Mattson Subject: F1070 Tonkawa Rd Permit 2014-01157 Bob Does the attached meet your requirements for this permit? thanks. Melanie Curtis 952.249.4627 mcurtisCaD-ci.orono.mn.us -----Original Message----- From: Jim Lillesve [mailto:JimL(a-)-charlescudd.coml Sent: Friday, November 07, 2014 11:37 AM To: Melanie Curtis Cc: John Sonnek; Jim Lillesve; Andrew Volkenant Subject: Emailing: 9585-Wallander-french drain detail-110714 M, MCWD erosion control permit reissued permit, Site plan for erosion control for new house 100814 Hi Melanie, i Attached is the additional information you are have requested for the property located at 1070 Tonkawa Road, I will contact Metro West to schedule the silt fence inspection for the property. Call with questions or concerns. Thanks, Jim Lillesve Charles Cudd De Novo, LLC 612-889-4894 cell 612-359-1739 desk Your message is ready to be sent with the following file or link attachments: 9585-Wallander-french drain detail-110714 M MCWD erosion control permit reissued permit Site plan for erosion control for new house 100814 Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 2 City of Orono oNo Hardcover Calculation Worksheet s Property Address: 1070 7-®A/C/Z-t1.4 00.011 CCN4ieCFS alloO AEtiavo) `'tFt„�•` Prepared by: EDate: 9-30-/y 07A-owl � AJ'J'0'C/A= /�t/C, Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 5 Step 2. ROPOSED RDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by latter 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 One and calculate hardcover square footage separateseparatet for each Portion. Key to Hardcover item(Describe) Length x Width Total Survey (Square Feet (Example) (Garaw) 4'x S.F. A S.F. B K O S.F. C I Vir V2 0 S.F. D T 6/ 203 S.F. E 567 S.F. F ra rzyl r Gt R d 6 Le A&D r/ S.F. G ow re 0 Z33S.F. H S.F. i S.F. J 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 1 27/8S.F. Excludable Hardcover See City Code Sec 794684): S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover O S.F. 3 Net Proposed Hardcover Subtract fine 2 from fine(1)] S.F. 4 Total Lot Area y 65o S.F. Proposed Hardcover Percentage [(3)+(4)l 2/.76% Jwu&y8,2013 Minnesota Department of Labor and Industry Licensing and Certification Services Construction Codes and Licensigg Division Phone: 657.284.5034 443 Lafayette Road NZ:. Email: DLI.License@state.mn.us Saint Paul,MN 55755 Website: www.dii.mn.gov/celd.asp NOTICES NOT TRANSFERABLE . 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FIS..... ... .. .:��.-....:.�.....:.:, •, -�L tv , .>�[a. ,_ t�. . ..........:.::.:::., :-. .. ..:......l .:......:-.,-"....... .:..::.:.: ununu uum 2014 Standardized Concrete Foundation Drawings SCOPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing, insulation, flashing, control and construction joints, and all other non- structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2014. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 - Scope, Index, and Certification S2-General Notes S3 -Step Footing Detail S4- Frost Wall Detail S5- Lookout Wall Detail S6- Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi)for#4 and smaller bars Grade 60 (60 ksi)for#5 bars and larger Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6, #5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Minimum 28 day compressive strength of 3000 psi Mix design is to be prepared by the concrete supplier to meet the project's requirements Backfill Soil: Sand -30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure 1 hereby certify that this plan,specification,or report SITE ADDRESS: was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Street: City: State: MN Zip: Craig Oswell, PE(MN#42341) 1/1/2014 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 MN 55413 +�'` Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, �* iA Description: Scope of Work, Index,and Certification Phone: 612-720-4639 Ri s Fax: 612-886-2966 } Project# 13.100 comllec. Client Name: Charles Cudd De Novo www.oswe Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S1 of S6 a'' • ` +. :,tl GENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 48 bar diameters. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10• Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. 14. Maximum inside window well dimension is 72". Well walls are to be at least 8"thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. COLD WEATHER GUIDELINES: The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground ,snow,or ice. 6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: General Notes Phone:612-720-4639 Project# 13.100 Fax:612-886-2966 Client Name: Charles Cudd De Novo www.oswellec.com Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S2 of S6 1/1/2014 Adjacent steps are to be placed no closer to either side of the beam section than twice the 6'-0"maximum step . height of the largest step (beam section) Optional control joint each end of beam section by others -�(2)bundled#4 horizontal bars top &bottom w/3"min clearance extended at least 24" minimum (Maximum applied actual) beyond each end of beam section (bar length=step height+4') i load=4000 plf uniform _E or 12,000 pound N concentrated j — 6" minimum thick cast-in-place concrete foundation wall I HIGH FOOTING i i i i i i� High footing should be placed at i� 1-to-1 (45 degree)line, if high �� footing is closer to step than this LOW FOOTING � line, place beam section rebar as if it was at this line as shown FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 � .. '. Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �> 0 Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 Fax: 612-886-2966 Project# 13.100 r Client Name: Charles Cudd De Novo www.oswellec.com , Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S3 of S6 ►�' "*- �.•.. 1/1/2014 Wall framing by others Sill plate by others w/1/2"diameter anchor bolts w/7" minimum embed &standard washers @ 72"o.c. max or equivalent metal strap anchors Optional slab ledge, maximum stem height is 12"w/width to match sill plate Grade to be at least 6"below top of wall • (1)#4 continuous horizontal bar w/in 18"of top of wall — 6"minimum thick cast-in-place concrete wall #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed 8"minimum thick unreinforced concrete strip footing, required width to be determined per Code by others, provide frost protection per Code WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: Frost Wall Detail (NOT TO SCALE) Phone:612-720-4639 j �t Project# 13.100 Fax:612-886-2966 : ; Client Name: Charles Cudd De Novo www.oswellec.com ` Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S4 of S6 1/1/2014 Wall framing by others Sill plate by others w/1/2"diameter anchor bolts w/7"minimum embed &standard washers @ 72"o.c. max or equivalent metal strap anchors Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar w/in 18"of top of wall m _�� 6"minimum thick cast-in-place E concrete wall N M #4 x 2'-0"long centered dowels w/5" minimum embed wet set or Footing elevation may vary below epoxy grouted in place slab, provide frost protection per 6"wall spacing: Code 32"o.c. max for sand&24"o.c. 8"thick x 18"wide minimum max for SC&clay unreinforced concrete strip footing 8"+wall spacing: (16"wide minimum for maximum 48"o.c. max for sand,42"o.c. unbalanced grade of 2'-6"or less), max for SC, &36"o.c. max for larger footing width may be required clay for specific soil bearing conditions to be determined per Code by others LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201v . Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 yrs. Description: Lookout Wall Detail (NOT TO SCALE) Phone:612-720-4639 '' Project# 13.100 Fax:612-886-2966 Client Name: Charles Cudd De Novo www.oswellec.com r` •t Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S5 of S6 ` :``�' * 1/1/2014 . f Wood floor&wall framing by others Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate w/ 1/2"diameter anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round MIT countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")(see table below for spacing) Grade to be at least 6"below top of wall Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick&no more than 16"high s Continuous#4 horizontal bars, provide at least(2)@ 8'-0"clear, (3)@ 9'-0"clear, & _ (4)@ 10'-0"clear, At contractor's option: The lowest wall horizontal bar may be U omitted if(2)#4 continuous horizontal bars are placed in the footing Cast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing _ #4 x 2'-0"long dowels @ 72"o.c. max w/ 5"minimum embed 8"minimum thick unreinforced concrete strip footing, required width to be determined per Code by others, elevation below slab may vary BASEMENT WALL DETAIL Clear Height and Soil Type Table Notes: Wall 8'or Less 1 9' 1 10' (1)= Unreinforced if concrete is 4000 psi or if Thickness Sandi SC I ClaylSandl SC I ClaylSandl SC I Clay clear height is 4"less Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" 24" clear height is 4"less 10" NA NA NA NA I NA 36"(1) NA 36"(1) 36" Allowed alternate anchors are: 12" NA NA NA I NA I NA I NA I NA NA NA MAB/ST, MASA/FA3, FWAZ, or 1/2"diameter Sill Anchor Spacing expansion bolts w/6"min embed(install in Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" accordance with the manufacturer's Alternate 48" 24" 18" 36" 18" 12" 24" 12" 8" recommendations) Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 -• ''. Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Y w Description: Full Height Wall Detail (NOT TO SCALE) Phone: 612-720-4639 Project# 13.100 Fax: 612-886-2966 . Client Name: Charles Cudd De Novo www.oswellec.com Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S6 of S6 �t• ,t" 1/11/2014 FOOTING LOCATION= A.Foundation: Is the house on a fill or cut site? If fill-Foundation Wall Height(in feet)x Thickness(in inches)x 13= x x13= Or if cut-Foundation Wall Height(in feet)x 25= x25= B.Main Floor: Is it precast? If 8"thick plank-Plank span(in feet)x 34= x34= Or if 12"thick plank-Plank span(in feet)x 42= x42= Or if wood floor-Floor span(in feet)x 7= x7= Is there concrete topping(for plank or in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= Is it a house or garage? If house-Floor span(in feet)x 20= x20= Or if garage-Floor span (in feet)x 25= x25= Is there brick or stone veneer on the walls? If yes-Veneer height(in feet)x 40= x40= What is the main floor wall height? Wall height(in feet)x 10= x10= C.Second Floor: Is there concrete topping(for in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= What is the floor span? Floor span (in feet)x 27= x27= What is the second floor wall height? Wall height(in feet)x 10= x10= D.Third Floor: Is there concrete topping(for in-floor heat)or thick tile? If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6= What is the floor span? Floor span(in feet)x 27= x27= What is the third floor wall height? Wall height(in feet)x 10= x10= E.Roof: Is there slate or other heavy roofing materials? If yes-Roof span(in feet)x 10= x10= Where is the house located? If in northern MN or WI-Roof span(in feet)x 30= x30= Or if in southern MN or WI-Roof span (in feet)x 25= x25= Total Weight= FOOTING WIDTH(in inches): Minimum is greater of 16"or wall thickness+4" What is the allowable soil bearing pressure? If 1500 psf-required footing width(in inches)=Total Weight/125= Or if 2000 psf-required footing width(in inches)=Total Weight/167= USE FOOTING THICKNESS(in inches): Required footing thickness=[footing width-wall thickness(in inches)]x 0.5= L_ - _1x0.5= (8"minimum) USE Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Footing Size Worksheet Phone: 612-720-4639 " Project# 13.100 Fax: 612-886-2966 Client Name: Charles Cudd De Novo www.oswellec.com Client Address: 15050 23rd Ave N,Plymouth, MN 55447 Optional Page S7 1 UNIVIRU ■ 2014 BAM Top of Foundation Wall Support Guide SCOPE OF WORK: These drawings are an illustrative representation of an alternative option to the information contained in the 2006 International Residential Code (IRC)section 404.1, as adopted by the 2007 Minnesota State Building Code. These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2014. The drawings are to only be used by the Builder's Association of Minnesota (BAM)and its members. Refer to BAM's website for the most current version of these drawings. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index, and Certification S2-General Notes S3 -Standard Bearing Wall Detail S4 -Standard Non-Bearing Wall Joist Blocking Detail S5- Bottom Chord Bearing Truss Non-Bearing Wall Detail S6 -Top Chord Bearing Truss Non-Bearing Wall Detail MATERIALS: Concrete: Minimum 28 day compressive strength (Fc)of 3000 psi Masonry: Minimum 28 day prism strength (Fm)of 1500 psi Backfill Soil: Sand-30 psf/ft effective lateral pressure Sandy Clay-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure hereby certify that this plan,specification,or report SITE ADDRESS: was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Street: City: State: MN Zip: Craig Oswell, PE(MN#42341) .111/2014 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ' >r' Project Name: 2014 BAM Top of Foundation Support Guide Minneapolis, MN 55413 wx x Description: Scope of Work, Index, and Certification Phone:612-720-4639 =r i Project# 14.007 Fax: 612-886-2966 Client Name: Builder's Association of Minnesota (BAM) www.oswellec.com Page S1 of S6 F_GENERALOTES: ckfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate y others is required until the final floor and slab systems are in place. 2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. 4. Sill plates may overhang the foundation wall a maximum of 1.5" provided all noted clearances are met. 5. Use of multiple sill plates is not allowed unless specifically noted. 6. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3, exception 1. 7. Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7"embed. 8. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 9. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 10. This packet applies to traditional floor joists, 1-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates are not to overhang wall the face of the wall without further review. 11. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 12. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 112" diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor. TOP OF WALL ANCHOR SPACING TABLE Alternative to IRC Table R404.1(2) SOIL TYPE CLEAR BACKFILL SAND SANDY CLAY CLAY HEIGHT(Top HEIGHT of Slab to Top ABOVE SLAB ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE of Wall) BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR 7'-6" 72" 48" 72.. 24" 48" 16" 72" 72" 48" 72" 32" 8'-0" or less 6'-6" 72" 5'-6"or less 72" 72" 72" 72" 72" 72.. 8'-6" 72" 36" 48" 16' 32" 8.. 9'-0" 7'-6" 72" 64" 72" 32" 56" 16" " 64" 72" 32" 72" 72 6'-6"or less 72" 9'-6" 64" 24" 40" 16" 24.. 8" 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" T-6"or less 72" 72" 72" 32" 64" 24.. * =see note 12 above for alternate anchor options 1901 E Hennepin Ave,#201 Oswell Engineering and Consulting, L.L.C. a Project Name: 2014 BAM Top of Foundation Support Guide Minneapolis,MN 55413 Phone: 612-720-4639 Description: General Notes ` Fax: 612-886-2966 Project# 14.007 www.oswellec.com Client Name: Builder's Association of Minnesota(BAM) Page S2 of S6 41110MA Wood floor joist, I-joist,or trusses&wall framing by others See table below for connection of each fl 7 2x6 minimum sill plate w/1/2"diameter member to sill plate anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round countersunk flush washers or alternative anchor(see table on S2 for spacing) 6"Min (Anchor bolt clearance between edge of Foundation wall per Code by others both wall and sill plate is to be 2.5") (clear height is measured from top of basement slab to top of foundation wall) TYPICAL TOP OF FOUNDATION WALL DETAIL FLOOR MEMBER TO SILL PLATE CONNECTION TABLE Alternate to IRC Table R404.1(1) CLEAR BACKFILL TYPE CONNECTION TYPE HEIGHT FLOOR CLASS (Top of Slab MEMBER to Top of SPACING SAND SANDY CLAY CLAY (weakest to DESCRIPTION Wall) strongest) 16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long toe/top lessor 19.2" A(note 6) B C A nails less 24" A(note 7) C C B (3)0.148"diameter x 3"long toe/top 16" A(note 7) C C nails 9'-0" 19.2" A(note 7) C D C USP LJC or USP MPA1/Simpson 24" B C D A35(see note 4) 16" B C D 8impson impson U2. 10'-0.. 19.2" B D D D Simpson U2.37/4, USP LJQ,or(2) USP MPA1/Simpson A35(see notes 24" C D D 1 to 3 Notes: 1. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses,it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided. 2. USP LJQ must be sized appropriately for the actual floor member width. 3. Floor members must be at least 3"wide when two Simpson A35/USP MPA1's are used. 4. Connection C may be installed at every other floor member if the number of anchors is doubled. 5. As an alternative,connection C may be installed at every fourth floor member. 6. As an alternative,connection C may be installed at every third floor member. 7. As an alternative,connection C may be installed at every other floor member. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 4` Minneapolis,MN 55413 Project Name: 2014 BAM Top of Foundation Support Guide Minnea p Description: Typical Bearing Wall Detail Phone:612-720-4639 Project# 14.007 Fax:612-886-2966 Client Name: Builder's Association of Minnesota(BAM) www.oswellec.com Page S3 of S6 t, 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,joists,&structural rim by others See note 4 for spacers as required at mechanical only Use Class D connection from S3 for blocking to sill 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x 1/8" Install full height 2x or]-joist thick square or round countersunk blocking as required to achieve flush washers or alternative anchor the nailing noted(minimum of (see table on S2 for spacing) two spaces),spaces used do not (Anchor bolt clearance between need to be next to each other if edge of both wall and sill plate is to spaces between are blocked per be 2.5"), NOTE: Sill plate may note 4 have to be increased to 2x8 to fit JOIST BLOCKING DETAIL Class D connectors Blocking spacing to match anchor bolt spacing (see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c. at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. Full height blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 Minneapolis,MN 55413 1' Project Name: 2014 BAM Top of Foundation Support Guide Minnea P Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 Project# 14.007 Fax: 612-886-2966 Client Name: Builder's Association of Minnesota(BAM) www.oswellec.com Page S4 of S6 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,&structural rim by others See note 4 for spacers as required at mechanical only Use Class D connection from S3 /for blocking to sill Nail rim truss bottom chord to sill • • • • • plate w/0.148"diameter x 3"long nails @ 6"o.c. Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted 2x6 minimum sill plate wl 1/2" (minimum of two spaces),spaces diameter anchor bolts w/7" used do not need to be next to minimum embed&2"wide x 1/8" each other if spaces between are thick square or round countersunk blocked per note 4 flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between Install 3/4"minimum thick OSB/plywood to one edge of both wall and sill plate is to side of 2x4 blocking w/(6)0.131"diameter x 3" be 2.5"),NOTE: Sill plate may long nails top&bottom OR 1/2"minimum thick have to be increased to 2x8 to fit OSB/plywood to each side w/(4)0.131" Class D connectors diameter x 3"long nails top&bottom BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Blocking shown maV be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabiltV. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as reauired. 5. OSB/plywood blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. 8. Do not cut rim truss bottom chord for any reason. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 . Project Name: 2014 BAM Top of Foundation Support Guide Minneapolis,MN 55413 Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-7204639 x a Project# 14.007 Fax:612-886-2966 +r Client Name: Builder's Association of Minnesota(BAM) www.oswellec.com Page S5 of S6 t' , S• 1/1/2014 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,&structural rim by others Additional sill plates as required by others to match truss top chord depth 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x 1/8" Install 2x4 minimum flat blocking thick square or round countersunk between trusses as required to flush washers or alternative anchor achieve the nailing noted (see table on S2 for spacing) (minimum of second space) (Anchor bolt clearance between edge of both wall and sill plate is to Install treated double 2x blocking ripped to fit be 2.5") height of sill plates in first bay TOP CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing (see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Toe nail blockinq members in place as required for stabiltv. 3. All nails are to be spaced in members such that splittinq does not occur. 4. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 , Project Name: 2014 BAM Top of Foundation Support Guide Minneapolis,MN 55413 } Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639 Project# 14.007 Fax:612-886-2966 Client Name: Builder's Association of Minnesota(BAM) www.oswellec.com Page S6 of S6 t 1/1/2014 QR6N0 ENERGY Per N1101.8.A building certificate shall be posted in a permanently visible location inside the building and must be completed by the builder and shall list information and values of components listed in Table N1101.8: CE COMP LUNCE1010 T_-_UKA.wA aoA P -, CAZ410 Date Certificate Posted: Site Address: Building Contractor lame: C N-AiZL E'S a ow Dahl E7V o License#: gG.!03 S L�-S CERTIFICATE Mechanical Contractor lame: S^PSR, aU 0(1k1Q IF JJ92&11N�C� Bond# Location Type of Insulation Installed Type Location Size R Value Roof/Ceiling i Makeup Air t,ow 5- Combustion Air PASSIVE M&CH ooh" Walls F. Water Heating Manufacturer Model Slab-on-Grade .a kO W64M U (— Floor ,Q Ducts Outside of Location R-Value Rim Joist7p,A,fykterior Exterior Conditioned Spaces /LSI or Integral 1-5- Foundation SFoundation Wall I" Mim, FD5 , Interior, xterio or Integral Fenestration Average U-Factor SHGC solar heat gain coefficient Radon Control Passive Active cD . ZEl - Heating System Type In ut Rating AFUE Manufacturer Model Calculated Heat Loss Z 04coo TS v tZYA"7— ?Z9 DIW Z Cooling System Type Output Rating Seer Manufacturer Model Cooling Load/Heat Gain 1ZA,"7- 1/3 AIVAo C, 7725- 12 0 8CYAdUr 10AA1,44 4Z- Mechanical Type Location Continuous Ventilation Total Ventilation Ventilation AAA Luo cfm mir, a Building Contractor Signature ��` �Lj'f' Mechanical Contractor Signature G:\Forms\Energy\EnergyComplianceCert012511.doc Melanie Curtis From: Robert Bean [bobbe@bolton-menk.com] Sent: Thursday, October 23, 2014 3:25 PM To: Christine Mattson Cc: Andrew Mack; Melanie Curtis; David P. Martini; Brian Simmons Subject: 2014-01157 - 1070 Tonkawa Road Christine, I have completed review of the Building Permit application package for 1070 Tonkawa Road. Following are my comments for City consideration: 1. 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. A detail for the French Drain along the south property line should be submitted for review to confirm the proposed design will function adequately. 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 1 Melanie Curtis From: Melanie Curtis Sent: Thursday, October 30, 2014 10:12 AM To: 'Andrew Volkenant' Cc: 'Jim Lillesve'; Christine Mattson; Lyle Oman Subject: FW: 2014-01157 - 1070 Tonkawa Road Attachments: Escrow Agreement Building permit_combined_2014-01157.pdf Andrew Please see the comments below from our City Engineer on your plans for 1070 Tonkawa. Please provide the information he is requesting regarding the French drain. The required escrow amount for this project is $2,500; the escrow was collected with the demolition permit. The revised escrow agreement is enclosed. The property owner must sign the escrow agreement; no additional money is required. Please provide a copy of the permit from the MCWD for the new home construction. Also, as a note, the survey attached to the building plans does not appear to match the most current version of the survey. The outdated survey will be redlined by the City to avoid confusion. Please let me know if you have any questions. Melanie Melanie Curtis 9 952.249.4627 ® mcurtis@ci.orono.mn.us From: Robert Bean [mailto:bobbe@bolton-menk.com] Sent: Thursday, October 23, 2014 3:25 PM To: Christine Mattson Cc: Andrew Mack; Melanie Curtis; David P. Martini; Brian Simmons Subject: 2014-01157 - 1070 Tonkawa Road Christine, I have completed review of the Building Permit application package for 1070 Tonkawa Road. Following are my comments for City consideration: 1. The silt fence should be installed and inspected by the City prior to any land disturbing activil' Contractor must provide a minimum 24 hour notice prior to inspection. 2. A detail for the French Drain along the south property line should be submitte V� he proposed design will function adequately. 3. A financial security of$2,500 from the Applicant is recommended for erosion a \, 4 'ersight. The financial security is intended to provide protection in the event that it becoi �e �/ i to install or maintain erosion and sediment control within the project area and cove m 1" -� S o re- establishment if the applicant is unable to follow through with the conditions of a 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MC ON VV fA Ming for their Erosion Control rule. A copy of any approved permit or confirmation that i _ ald be submitted prior to any land altering activities. Vv If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. 1 City of Orono 91" �VV oNo Hardcover Calculation Worksheet i' Property Address: } l v 7o R o.f o CCN.4R G ES e",,44 ,oE.vC,vy Prepared by: Date: 9-3o-i y Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 6 Step 2: PROPOSED ARDCOVER 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 (Example) Garage 24'x 30' 720 S.F. A ,Vc Z.F. B G k $o S.F. C a DR t v 5e.2 o S.F. D 8eA ckrcoo gopt 11C 2 03 1 ro i-.aa-rH 3Y65 S.F. E ► S.F. F S.F. G .ATE 2.3 3 S.F. H S.F. S.F. J 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 71S.F. Excludable Hardcover See City Code Sec.78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover O S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area yY 6So S.F. Proposed Hardcover Percentage [(3)_(4)] 2 f.'71C% . January 8,2013 71 AKfSHOgE Legend ' Railroad City Limits ❑ Parcels(7-1-2014) Wetlands 1060 (aPreserve-50' ® Manage 1-35' ❑ Manage 2-25' ❑ Manage 3-16.5' El Unclassified Z1070 i v 1070 Tonkawa Rd Disclaimer: This drawing is neither a legally recorded map nor a surrey and is not intended to be used as one.This e drawing is a compilation of records,information,and data 0 85 Feet located in various city,county,and state offices,and other sources affecting the area shown,and isto be used for reference purposes only.The City of Orono is not ©Bolton&Menk,Inc-Web GIS 10/15/2014 8:14 AM re.tnnntihlefora..in—ur—i-her m,ntain,d. T2-014- - 0II57 Christine Mattson From: Steven J Groen <Steven.Groen@hennepin.us> Sent: Monday, March 14, 2016 8:00 AM To: Jim Lillesve Cc: Christine Mattson; Melanie Curtis;Adam Edwards Subject: RE: 1070 Tonkawa Road Driveway Access permit#A-205 Jim, Our inspector Mike Olmstead did a site inspection and closed out the permit on 2/26/2016. Mike noted the following: Looked at alignment of boulder wall after notification from City of Orono.After taking pictures, I saw that the wall was closer to the road than was indicated by the plan, but boulders fell on the backside of the existing power pole line that will determine plow limits.There is an improvement over the preexisting condition. I feel it is an improvement to the area that does not infringe on road operations. Hennepin County accepts the new driveway and right-of-way improvements as constructed. Steve Groen Supervisor,Permits/GSOC Office I Transportation Department(Roads and Bridges)-Operations Office:612.596.0337 1 steven.eroen@hennepin.us Hennepin County Public Works 1600 Prairie Drive Medina,MN 55340-5421 Visit www.hennepin.us From:Jim Lillesve [mailto:JimL@charlescudd.com] Sent: Monday, March 14, 2016 7:50 AM To:Steven J Groen<Steven.Groen@hennepin.us> Subject: 1070 Tonkawa Road Driveway Access permit#A-205 Hi Steven, Can you verify for me that the county has performed their final inspection on the driveway permit and that we have met all the necessary requirements with regards to this permit. Please give a call to discuss any questions or concerns. I look forward to your review and response. Thanks, Jim Lillesve Charles Cudd De Novo, LLC 612-889-4894 cell 612-359-1716 desk Disclaimer: If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. 1 Christine Mattson 2-0+- 0115-1 From: Melanie Curtis Sent: Wednesday, February 24, 2016 11:22 AM To: Christine Mattson; Adam Edwards Subject: FW: Access Permit 1070 Tonkawa Rd 2014-01157 &2015-00809 Attachments: 2015-A205- 1070 Tonkawa.pdf; 2015-A205- 1070 Tonkawa Plan.pdf; RE: 1070 Tonkawa Road, Orono Driveway relocation See below. The attached permit was issued based on the previous plan, not as it was constructed. I don't have anything after this referencing the County's approval or a wall change. Melanie Curtis 2952.249.4627 ®mcurtis0ci.orono.mn.us From: Melanie Curtis Sent:Wednesday,June 24,201512:56 PM To:Christine Mattson<CMattson@ci.orono.mn.us>;Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW:Access Permit 1070 Tonkawa Rd FYI Melanie Curtis '2952.249.4627 ®mcurbsft.orono.mn.us From: Steven J Groen [mailto:Steven.Groen@hennepin.us] Sent: Wednesday,June 24, 2015 12:12 PM To: Jim Lillesve; Melanie Curtis Cc: Michael D Olmstead Subject: Access Permit 1070 Tonkawa Rd Attached is the approved permit and print for the driveway to 1070 Tonkawa Rd.Coordinate all work with our inspector Mike Olmstead at 612-221-7162 Steve Groen Supervisor, Permits/GSOC Office I Hennepin County Public Works-Transportation Office:612.596.0337 1 steven.sroen@hennepin.us Hennepin County Public Works 1600 Prairie Drive Medina, MN 55340-5421 Visit www.hennepin.us Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney-client or work product privilege, may be confidential, privileged,proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message,please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. 1 Christine Mattson From: Steven J Groen <Steven.G roen@hen nepin.us> Sent: Wednesday, June 03, 2015 7:52 AM To: Jim Lillesve Cc: Melanie Curtis; John Sonnek Subject: RE: 1070 Tonkawa Road, Orono Driveway relocation Jim, I will see you onsite tomorrow morning. One item to keep in mind is that any retaining walls would need to be set back far enough as to not impede the site distance for vehicles exiting the property onto CSAH 135. We typically are looking at 15 feet from the white fog line of the roadway. Steve Groen Supervisor, Permits/GSOC Office I Hennepin County Public Works-Transportation Office: 612.596.0337 1 steven.groen@hennepin.us Hennepin County Public Works 1600 Prairie Drive Medina, MN 55340-5421 Visit www.hennepin.us -----Original Message----- From: Jim Lillesve [mailto:JimL@charlescudd.com] Sent: Tuesday, June 02, 2015 7:10 AM To: Steven J Groen Cc: MCurtis@ci.orono.mn.us; John Sonnek Subject: 1070 Tonkawa Road, Orono Driveway relocation Good morning Steve, Attached is the site plan showing the proposed driveway entrance to 1070 Tonkawa Road. Please review and let me know your thoughts. I have included a couple of photos where the new driveway will enter the property. The slope currently begins just off the asphalt of the Co. Rd.. Would like to discuss the use of retaining walls on the site'at the entrance. Could we set up a time to meet briefly to look at this aspect of the project. Call when you get a minute. I will try to work with your schedule to meet as soon as you could fit me in. When you get a minute. Thanks, Jim Lillesve Charles Cudd De Novo, LLC 612-889-4894 cell 612-359-1739 desk Your message is ready to be sent with the following file or link attachments: 1070 Tonkawa Drive#3 1070 Tonkawa Drive#2 1070 Tonkawa Drive#1 Wallander Drive Re-location to south lot line revised 1 Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney-client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. 2 Permit Application Application for Private / Residential Permit#: 2015-A205 Road: 135 Permit Maintenance District: Hennepin County Hennepin County 135 0 Tiles Courtesy of MapQuest; Data©OpenStreetMap contributors, ODbL 1� Permit is for the construction of Installation-Res(Permanent)-Residential, surfaced with Bituminous Applicant Property Owner Contractor Name: James D Lillesve Name: Ray Wallander Name: James D Lillesve Address: 15050 23rd Avenue North Address: 1030 Willow View Dr Address: 15050 23rd Avenue North Plymouth, MN 55447 Orono, MN 55356 Plymouth, MN 55447 Phone: (612)359-1739 Phone: (952)426-9137 Phone: (612)359-1739 Pager: Fax: Email: jiml@chadescudd.com Dates Entrance Needed By:06/29/2015 Location The proposed entrance is on the E side of county road no. 135, 0.5 miles N of Northshore Drive. Street Address: 1070 Tonkawa Road, Orono Plat Information Name of platted addition/subdivision: Ryanwood Lot:2 Block: 1 Building Information Zoning Type: Residential Description: Single Family residence Permit number:2014-01157 from City of Orono Driveway Width: 12 feet Present number of driveways:0 Sketch 4 Final Survey for new driveway location and garage..PDF Description of Work Adding new driveway entrance to the property which is currently using a shared driveway thru an easement with the neighbor to the north.This will allow for seperate entrance to said property for privacy. General • 1. No work shall be started until the application is approved and the permit issued. 2. Contact the Hennepin County Permit Office at 612-596-0339 a minimum of 2 business days prior to starting construction. 3.After driveway construction is completed, persons requesting the installation must notify the Permits Office that such work has been completed and is ready for final inspection and acceptance by Hennepin County. 4. No changes or alterations in entrances may be made at any time without written permission from the County Engineer or designee. 5.Approval of this permit does not deny the County Engineer the future right to revise, relocate or close any entrance to expedite the movements of vehicular or pedestrian traffic.The County retains the right to close said entrance(s)at its discretion, based upon the necessity for traffic regulation,control and safety. 6. Existing driveways are not automatically perpetuated. In the event of a change in land use or a major change in the traffic pattern of the existing facility, new driveway applications may be required by the County. 7. Inclement weather shall be reason for delay of the project start or suspension of the project as determined by Hennepin County. 8. Permits or copies shall be kept on the work site,while work is in progress, in the custody of the individual in charge, and shall be exhibited upon request by any county official. 9.These general permit requirements and specifications shall be considered as forming an integral part of each and every permit issued for operations on county roadways.The work authorized by this permit shall be done at such time and in such manner as shall be consistent with the safety of the public and shall conform to all requirements and standards of the County of Hennepin as herein specified. If at any time, it shall be found by Hennepin County that the work is not being,or has not been, properly performed,the Permittee, upon being notified, shall immediately take the necessary steps, at their own expense,to place the work in conformance to said requirements or standards. In addition, no residential driveway may exceed 22 feet in width and no commercial driveway shall exceed the width dictated by the Hennepin County Access Management Guidelines. 10. In the event of failure or neglect,will or not, by said Permittee or Permittee's employees,to perform and comply with the prescribed conditions, restrictions and regulations,the Transportation Department may revoke and annul this permit and order said Permittee to immediately remove any and all structures or property belonging to said Permittee from the legal limits of the roadway or county property. 11.The installation shall be made in conformity with all applicable laws, regulations and codes covering said installations.All installations shall be made inconformity with regulations of governmental agencies for the protection of the public. 12. If pavement, roadway or right-of way is damaged; same shall be restored, in a timely manner to its original or a better condition,at the sole expense of the Permittee. Permittee's failure to correct such damage in a timely manner will result in Hennepin County,through its own forces or contractors, making said repairs and billing Permittee for all costs and expenses related thereto. Permittee shall make payment to Hennepin County within fifteen(15)days of receipt of said bill. Permittee agrees that if it fails to make payment of said amounts within the specific time,to Hennepin County, it shall pay all costs relating to debt collection, including, but not limited to,court costs,frees, interest and attorney's fees. 13. No driving onto highway from ditch or driving on shoulders or over curbs where damage will occur. 14. It shall be further understood that the Permittee will be responsible for maintenance or repair of any and all failures due to settlement,erosion, lack of vegetation growth, rutting or other job related problems for a period of three(3)years after project completion and Notice of Work Completion form has been received by Hennepin County. Permittee shall perform all said maintenance. Immediately after it has been notified of said deficiency. Permittee shall be responsible for all costs and expenses related to said maintenance. Permittee's failure to perform said maintenance immediately will result in Hennepin Count,through its own forces or its contractors, performing said maintenance and billing Permittee for all costs and expenses related thereto. Permittee shall make payment to Hennepin County within fifteen(15)days of receipt of said bill. Permittee agrees,that if it fails to make payment of said amounts within the specified time,to Hennepin County, Permittee shall pay all costs related to debt collections, including, but not limited to, court costs,fees, interest and attorneys'fees. 15. Unless stated elsewhere in the Special Provisions, all access permits expire 1 year from the date that the permit is issued. Sediment Control & Drainage • 1. Street surface and roadside shall be kept clean, neat and presentable throughout construction as determined by the Hennepin County Transportation Department. 2. Dust control shall be provided upon request of the Hennepin County Transportation Department. 3.The existing drainage patterns shall not be altered unless approved by Hennepin County Watershed District approval and drainage calculations are required if plan alters existing drainage patterns. 4. Permanent restoration plans must be submitted to the Permits Office for temporary restoration/winter stabilization for work occurring between November 1 st and April 30th prior to starting construction. Site Plans - Private/ Residential • Applications for entrances serving private residences,farms or parking lots of less than five vehicle parking spaces need not submit a site plan, but shall make an appropriate sketch in the space provided on the from of this form. Such sketch shall generally locate the entrance, indicate its dimensions and location relative to right of way. Traffic Control • 1. If the installation of this driveway makes it necessary to work on the roadway,traffic must be protected; proper temporary traffic control including lights, signs and proper barricades must be in place.Temporary traffic control must conform to the current version of the Minnesota Manual of Uniform Traffic Control and/or accompanying Field Manual. Said devices shall be removed from the job site promptly upon completion of work. 2. Safety vests shall be worn by ANYONE occupying County right-of-way. 3.The Permittee shall use due diligence in the execution of the work authorized under this permit in order not to endanger or unnecessarily obstruct travel along the said highway. Operations shall be so conducted at all times as to permit safe and reasonably free travel over the roads within the limits of the work herein prescribed.All safety measures for the free movement of traffic shall be provided by the Permittee at its own cost. Payment method Payment details Credit Card Installation Residential/Private $50.00 Total: $50.00 Add another sketch Special Provisions Special provisions: • Contact Mike Olmstead at(612)221-7162 or via email at michael.olmstead@hennepin.us at least 24 hours prior to construction. • Temporary traffic control layouts on County roads shall conform to the most recent version of the Minnesota Manual on Uniform Traffic Control Devices. Notes: No notes Approvals Approval Digital Signature Applicant James D. Lillesve-06/23/2015 6:30 AM 43538de072182a249e414041e0db4908 c178e2alcb239e469dd59fele9331667 #1 Permits Supervisor Steve J. Groen -06/24/2015 12:06 PM 75125cbf712cc2221ea16a69da002cb3 Oa9c424a23992d34aa66ceae5586a374 ci CERTIFICATE OF SURVEY FOR W 1 CHARLES CUDD DENOVO u OF LOT 2, BLOCK 1, RYANWOOD1 HENNEPIN COUNTY, MINNESOTA oil! I m�� \ f EAST 109.45o-:143.3 / / // '� s es O — ---------- (y 2 q d,i I «• �� PROBED,HOU SE ` SURVEY Z i i , ' - �t �� °e "Dasa° i` '� A ���._ ..#-10 0 g LIN ,�,`� R' �\ I �\ 1P ; /,/.y e!` / /� • O Q 1� W •� i / AZ 26l 4or 4 WEst-- 38.30 0 32' e 3 —TOP ' 1"\'11"',� �- ' �IVEWAV\ �� aucxTAy/ jr O i `l "Ex+ "ou'E l LEGAL DESCRIPTION OF PREMISES SURVEYED: PROPOSED ELEVATIONS(VERIFY) Lot 2.Block 1.RYANWOOD. MAIN FLOOR =953.85 This survey shows the boualeries and topography of the above described Property, BASEMENT =842.5 and the location of al visible'Mrdwver•thereon,and the proposed locs ion of a TOP OF FOUNDATION -952A7 proposed house and driveway.it does not purport to show any other Improvement or emcroachrtreras. BB • Iran marker found :Iron marker set 0 20 40 80 E><&V contour Ime IN :Proposed contour Imea, �`� ®:Proposed spa elevation { Bearings ahovm aro based upon an assumed dahan SCALE IN FEET L b wm i L-11 v� ATE TIME C_,)CITY OF ORONO AL DIN INSPECTION OTICE SCH DULED PERMIT NO - COMPLETED ADDRESS Ld 2D ZL12ZA- OWNER TELEPHONE NO. CONTRACTOR DESCRIPTIONS ❑ FOOTING El PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT r ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SE FINAL ❑ FOUNDATION/REMOVAL OWNEWCONTRACTO,R�O MEET YOU:XYES_NO cam., COMMENTS:T 2x&:ct a Sax OW g �► ae3r./'G L/t�'ate, l'/�� ����-� Q 2 W z W cc J W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: ��^ Inspector. White Copy/Inspector's File Canary Copy/Site Notice C,- 5 sfl�- DATE ,/ T� CITY OF ORONO CALLED IN �/ --�V,�— INSPECTION N IC SCHEDULED It_ PERMIT NO. T N157c�yPLETED ADDRESS ��-A0 /�/� AJu,f, — G OWNERT L ONE N . RS��O g 9330 CONTRACTOR DESCRIPTION �FOOTtNG L1 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS H ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: Eco- 0 QC 0 CIZ Q � f-o 2 rd�� o i Gc> 19t S .i � SATISFACPROCEE ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector White Copyllnspector's File Canary Copy/Site Notice TE TIME CITY OF ORON CALLED IN r INSPECTION TIC SCHEDULED PERMIT NO. COMPLETED ADDRESS- OWNER DDRESS OWNER `TE/L�EPHO ENO CONTRACTOR LlL,L2 3: DESCRIPTION I- ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ,'POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS *'N,FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS' It J cc ro ° Eabe gpsrhe-4-ee 2 Z ow te— W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. �- White Copylinspector's File Canary CopyMe Notice G-5 - DATE TIME CITY OF ORONO CALLE ,N. — ML INSPECTION NOTIC ;p6CHEIIIIIECAff PERMIT N COMPLETED ADDRESS OWNERELE HONE NO. CONTRACTO �� DESCRIPTION W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADIN / LL UG ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h O El FRAMING L1 MECHANICAL FINAL Ll TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT `� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO cam., COMMENTS: W oc.c K Gr,�to all u �fory �/�?S� IG ku Q _ i� uL-r►-pray�'�►^ + ��fo/ �;� kr� C� �� W � � E�fe✓�o.� �Qia ..� �r re � � LU W ` � RICSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC w 4QORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN 1-1 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ext inspection 24 hours in advance. (952) 249-4600 Owne 'te: �t kvl�_ Inspector. ^� White Copylinspector's File Canary Copy/Site Notice r . 1W DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED PERMIT NO. �0 -0115-7 COMPLETED 17- ,17-I¢ ADDRESS 1010 V2" OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION �� � <&( W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W a 2 J O oC O W W CC Q 12 W W J O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE QC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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. h White CopyllnspectoPs File Canary Copy/Site Notice CCITY OF ORONO �t4 CALLED IN DATE TIME INSPECTION NOTICE_ SCHEDULED PERMIT NO. j`f" ��� � COMPLETED ADDRESS D-7© T cw)IL OWNER TELEPHO E NO. le I 2` CONTRACTOR DESCRIPTION v W ❑ FOOTING EMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL [IPLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES—NO COMMENTS: cc a - JG n ��- J , O QC �^ r/n K��C `✓4clC L�-t� .Irak cQ 54 .. W Q lJ�fc S K tJi /�Qiy�4G �U�S. Z W QC J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE WE T WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP 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. t White Copyllnspector's File Canary Copy/Site Notice V2_ (4p_ RATE TIME\/ C QITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. a1 U COMPLETED ADDRESS OWNER TEL NE NO. Z CONTRACTOR ,_ rIr s i a DESCRIPTION F1' am I W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL QEl 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 ❑ 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 Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO a COMMENTS: j3dx-ftry' S k f.,I A �1L� a Fcle-s{-a tDS +- J � O o ro v 6 W Q QIoy t eve E— b a�.r u,'dffi— 2 -00 uj W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN [ISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 27ours in advance. 49-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Sil Notice a-5 5 _ D IME CITY OF ORONO - CALLED IN INSPECTION N T SCHEDULED PERMIT N ��� COMPLETED ADDRESS OWNER T EPH N NO.�/0/1' CONTRACTOR DESCRIPTION ❑ 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 J ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNEWCONTRACTOR TO MEET YOU:A YES_NO COMMENTS: W a J O cc O W cc Q 2 W W cc J O WXCCRRECT RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ccW WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑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 [I CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in adv 52) 249-4600 Owner/Contractor on site: Inspector. White CopylInspector's File Canary CopylSite Notice DATE TIME CITY NO CALLEDIN INSPECTION NOTICE SCHEDULED PERMIT NO:-2-4 ,f 4 lid COMPLETED ADDRESS —�1'1 n yl OWNER TELEPHONE NO. CONTRACTOR 1 CQ' 4 3: DESCRIPTION 16- 0 FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE q S TIC INSTALL Z OWNERIQONTRACTO TO MEET YOU: YES_NO cOn COMM ac W a 2 J O cc O W W cc Q 2 W W W ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE Qz ❑CORRECT WORK&PROCEED ❑I E 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 11 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho u in advance. R - 600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary CopylSite Notice C`��t./ ' t CITY OF ORONO CALLED IN DATE TIME INSPECTION NOTTIC(E� SCHEDULED PERMIT NO.� L 1 r _oII COMPLETED ADDRESS / !�Z 7 T�// rte OWNER TELEPH E NoLo 9 5;e- CONTRACTOR %uta' > DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAWGRADING/FILLING` Q ❑ FOUNDATON WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADO LAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ F ING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ BUILT-SURVEY El SEWER HOOK-UP ❑ FOUNDATION/REMOVAL P v ❑ DEMO-SITE EPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU _YES_NO COMMENTS: QZW Q. JELI O cc O W cc Q 2 W W cc O ROK SATISFACTORY:PROCEED ❑PROJECT COMPLETE ccW RRECT WORK S PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY RECT WORK,CALL FOR REINSPECTION TEMPORARY C, BE RECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 4 hours i . (952) 249-4600 Owner/Contractor on site: Inspector. White Copynnspector's File Canary CopyfSlte Notice ^ N 0 • 5 . 00 o3.65 / T � 2 / co 3.71G / L – EXISTING o ► - - - - - - �— % + 2 ° 25 + - _ G� 03.83"9.12 HOUSE I // #1060 / • � 3 + 2 25 I ^3VEYV- .83 M 12.0 16.66 1 1 i + RRDO( 2 . 50 + S XL1AR— +< . (�(J ; > 50 + `/� � _ 0 12.27 cli ) \ I / / 2-7 RETANNG WALL— 19 . 6 % + 14 50 46 1 , 83 63 1 ° 5Q + 6? 464,,,t6 19 ° 1 +; 1 . 62 + 143.3 i 3 004 109.1 6 • 56 1 ------� o' / y. ------------ - - ° 11.67 I Z / 33 + *Ilk / \ \ �,✓ / SLIUNR/ EY OUSE I,3b ED----.: H. Im2 00 + 1 • 2 1 Rq 1Q - 11 ° Fig + 16 50 + 1 ` 2. ° 00 + 1 - 00 + \ N;:.. 9:33, 75 30" \ m s.5o \\ 5 . U 0 f 1 ° 2 1 + SILVE \ 0.33 4.33 N PAVER i SETBACK / \ 4. 00 + 2 - 00 + MAPLE \\ "c "z.,7N DRIVE r X06` ( ��' LINE I 6.56 N`A) -. 2 . 33 + D �� ? i._ 0 33 + 9 . 50a // \ 1 / ——— 2 \ 5fi Z / Cb 2 ° 1 '7 + \ 0 ° 33 + R 17.83 �/ 20"• ter... 0 A co 201 •x + 0 33 �� 3 :f J / MAI ze:' �. :1.. JILDIN + ° _ , - 1 14" WALK 1•-...- \ 1 2 • + EL / I o I ( / _TBAC 2 1 o \ . .) �} y \ 2.25 . � 3 1 • 08 + � I 2 / 22.50 •-• INV=946.5 2 ° 1. 5 _E l \ L— PROPOSED 7SILI �_I V=945.5 9qq / / 39+- 2 ° 2 5 + PROPOSED FRENCH DRAIN 1131.07 ► / / , , ,32 / 2 - 50+ �; ROCK/PLASTIC - 2 3 3 0 , \\ 368.30 �,� 1 I / o / --�— 0 PAD❑ I / MH WINDOWWELLS B,LA� \ 46.5 N �- 1 / / / / DRIVE � �, \ PEN 6.9 \ / / / / C) 1 o EXISTING HOUSE 0 2 \J `J) I ` \ N #1080 DECK �\ v 5.4 ci \ , I 22.7 N THRESHOLD m \ 12.9 ELEV=946.8 BLACKTOP DRIVEWAY I � 11.2 l - ;b x n Planning • Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: March 16, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit#2014-01157 pertaining to 1070 Tonkawa Road is complete. Please refund $10,000 to the property owners, Ray&Laura Wallander. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Ray& Laura Wallander 1070 Tonkawa Road Long Lake, MN 55356 wAstreet files\tonkawa road\1070\escrow refund 2014-01157.doac TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2014-01157 AGREEMENT made this�day ofX�WCZI , 20A, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Ray& Laura Wallander("Owners"). Recitals 1. Construction of the new residence located at 1070 Tonkawa Road the ("Subject Property"), legally described as Lot 2, Block 1, Ryanwood, Hennepin County, Minnesota is the subject of building permit application number 2014-01157 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements,final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy("TCO")to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review)associated with building permit#2014- 01157 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 155441 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors,the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: By: UN bly o0 jb ' — !,P ` . Its: Internal Use Only: 0 Original to Finance Department 0 Copy to Street File 155441 CHARLES CUQD CO.,LLC 036569 DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 2-29-16 160229 9585 Wallander CO escrow 7500. 00 . 00 7500. 00 2-29-16 CHECK 36569 • 7500 . 00 . 00 7500. 00 NUMBER to{ Mai * 756C'JP �- c � � � ,ti � 5'�4•�� 7Tfl +, r 3) x t a f< + ;, t 7 ; + t f ; � {' ,r ' �- t , z , /s '.t.: � 1� It e` za 'CiiEOjJ 1,�0 i ANlgl1NT I ' k Crystal may, MN 55323 .., „ . O CO 1 II 1 O O 00 O I O II O O I O II N O 1I O II O O I O 11 II 11 O O 1 Cl 11 O O 1 II N I LO 1111 to I II L ti 1 N N fl— cc i it N 1 it u-) I 11 I I to I II I II E CL d 1 11 I I L1 I it N p 3 O a C cL CD O H 3 Lf) d COD J N >` Lo O J U O- N Lr)(13 J \ O C1 U) (") J OI O "O 'Q \ O� U N d Cr) O 7 O _ C O O Z Z U m O O L!7 O Z N d d w Z /n N O 'O O Yd in O O N d Y L .a: U O L O lf) O U Cp E [D N .� U L CO L tO C -5 I� L CD L L d 0 "O O CD O L U U O L U N O U Ll [1 N D I. U 1— U a REORDER FORM#976LT1 USE WITH COMPANION ENVELOPE#44-005 CITY OF ORONO * 2016 - 00209 * 2750 KELLEY PARKWAY DATE ISSUED: 03/01/20162016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS 1070 TONKAWA RD PIN 08-117-23-13-0020 LEGAL DESC RYANWOOD LOT 002 BLOCK 001 PERMIT TYPE ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500.00 ESCROW IS TIED TO BUILDNG PERMIT 2014-01157 FOR A TEMPORARY C.O. APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 CHARLES CUDD LLC Payment(s) 15050 23RD AVENUE N CHECK 036569 7,500.00 PLYMOUTH,MN 55447- Minnesota State License#:BUIL-BC635245 OWNER WALLANDER,RAY&LAURA 1070 TONKAWA RD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are 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 BUILDING PERMIT ESCROW AGREEMENT 1/ Orono Building Permit#2014-01157 (principal structure) Orono Demolition Permit#2014-00977 (principal structure) Orono Building Permit#2015-00809 (accessory structure) Orono Demolition Permit#2015- O 4�a (accessory structure) AGREEMENT made this day of ) - 20 S, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") '<<,r ("Owners"). r i Recitals 1. Building and demolition permit applications have been filed for the demolition for the existing home and accessory structure as well as a construction of a new principal and accessory structure located at 1070 Tonkawa Road the ("Subject Property"), legally described as Lot 2, Block 1, Ryanwood, Hennepin County, Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with permit Numbers 2014-00977, 2014-01157, 2015-00809 and 2015- 0 0$4(p if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF��ORONO OWNER: i1 Its: TWAV l )I ► V& QJ Internal Use Only: 13 Ori `mat`ta' ung, '' f3 Copy to Property Owner 0 Copy to Street File DEMOLITION PERMIT 2014-00977 ESCROW AGREEMENT AGREEMENT made this day of %)�'AIQW_ 20_L__, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and ("Owners"). e j L.O40- wa l la►td.�.- Recitals 1. An application for a demolition permit has been filed for the principal structure located at 1070 Tonkawa Road ("Subject Property") legally described as Lot 2, Block 1, Ryanwood, Hennepin County, Minnesota. 2. In conjunction with the demolition, erosion control measures are required as shown on attached Exhibit NOW,THEREOFRE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs (including planning, engineering, or legal consultant review) the City has incurred to assure that the erosion control measures are installed and maintained so the property complies with the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work. If compliance with the approved Land Disturbance Permit is not accomplished within the allowable time period, the City may bring the project into compliance by use of the security. 3. RIGHT OF ENTRY. The Owners hereby grant the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with the required erosion control measures, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owners' contractor not complete those improvements by the date specified herein. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. Any remaining amount of the financial security deposited with the City for faithful performance of the plans and specifications and any related remedial work will be released after the completion and inspection of all such measures and the establishment of final stabilization for the Subject Property. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY- CITY OF O""R�+ONO OWNERS- By:rh 1 ) — Its: T,6s 0 to `J Internal Use Only: 0 Original to Finance Department 0 Copy to Street File City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.011713 Sep 5, 2014 Wallander #2014-00977 Planning and Zoning Escrow deposit - 1070 2,500.00 Tonkawa Rd #2014-00977 101-22205 Deferred Rev-Developer Deposit --------------- Total: 2,500.00 Check Check No: 2898 2,500.00 Payor: Wallander #2014-00977 Total Applied: 2,500.00 --------------- Change Tendered: .00 --------------- --------------- 09/05/2014 10:19AM LAURA C WALLANDER 0-2/MO 2$9 8 RAPHAEL T WALLANDER 1030 WILLOW VIEW DR. ORONO,MN 55356-4304 DATE _ � , PAYER THE CI-Lf M (f�l'- O ^V �Y(/ - ORDER OF i YlblllAR3 d '�""" (Mbank. Allof®servingyou- MEMO M ll' 2898 CITY OF ORONO 2750 KELLEY PARKWAY * 2 1 4 - 0 1 0B DAT0 E ISSUED: 09/08/22 014 ORONO, MN 55356- (952) 249-4600 FAX: 952 249-4616 ADDRESS 1070 TONKAWA RD PIN : 08-117-23-13-0020 LEGAL DESC RYANWOOD LOT 002 BLOCK 001 PERMIT TYPE ESCROW FEE-APPLICANT PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ESCROW FEE-APPLICANT NOTE: THIS$2500 ESCROW IS TIED TO DEMOLITION PERMIT 2014-00977 APPLICANT ESCROW FEE-APPLICANT 2,500.00 CHARLES CUDD LLC ESCROW FEE-DEVELOPER 0.00 TOTAL 2,500.00 15050 23RD AVENUE N Payment(s) PLYMOUTH,MN 55447- CHECK 2898 2,50Q.00 Minnesota State License#: BUIL-BC635245 OWNER SUDDENDORF, MARIAN&JAMES 1070 TONKAWA RD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date P tl IIII E tl tl j xasa .a � � •$ u u �i u �sms� maa �arsm u u tlIu � {E ! 3. 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