Loading...
HomeMy WebLinkAbout2017-01480 - guest house CITY OF ORONO * 2016 - 01480 * ` 2750 KELLEY PARKWAY DATE ISSUED: 01/12/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS 500 WILLOW DR S PIN 03-117-23-32-0017 LEGAL DESC N/A LOT 001 BLOCK 001 PERMIT TYPE ACCESSORY STRUCTURE PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE GUEST HOUSE ACTIVITY 214-OTHERNONHOUSEKEEPING SHELTER VALUATION $ 280,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,WELL,ELECTRICAL(STATE) GUEST HOUSE APPLICANT PERMIT FEE SCHEDULE 2,243.92 STATE SURCHARGE(VALUATION) 140.00 NOR-SON INC TOTAL 2,383.92 700 LAKE STREET E Payment(s) WAYZATA,MN 55391- CHECK 215148 2,383.92 (952)767-7949 Minnesota State License#: BUIL-BC001969 OWNER MERRY,GRAHAM 3750 HUNTINGTON AVE S ST LOUIS PARK,MN 55416- 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 he revoked at any time r due cause. S3 Applicant eEmitee Signature Date Issued By 19griature Date r � Builder Acknowledgement Form Permit #2016-01480 / 500 Willow Drive S Builder Representative Name: Permit Conditions: Initials "NOTE CHANGE" Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities: The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to � commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of �O Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. -C Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and �p approvedrp for to construction. w:\street files\willow drive south\500\builder acknowledgement form 2016-01480.docx City of Orono Building Permit Application for New Structures or Additions Mailing Address: Permit number: (� PO Box 66 Crystal Bay, MN 55323-0066 Date received: Al Street Address:' Received by: / �Pq D 2750 KelleyParkway S, 5S '�1 y Plan review fee: c` Orono, MN 55356 `1kf5Ho�� Main: 952-249-4600 Total Fee: `rio — d 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: C200 WILLOW 12?- SJy I d Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ® No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: go R- 50r1 IAC. State License# F2C too 11(n9 Expiration Date: 3 - 3 t Phone: cell CjSa -.7-97-- Eb30 (office) y5Z . -7(P7. TMIT Mailing Address: appC LAe L TS[rr City: \14A -141A ZIP: SS q I Contact Person: _ Fil ,, t n Applicant is: ontract / Homeowner (circle one) Email and/or Fax: 5�Ve . Cle,rt tOrl ) 14017- - 5o,t/- Cow► — PROPERTY OWNER INFORMATION: Name: L1 t La(?-A HAv l PAEV,(2-.� Phone(day): Lct Z - 201 - U'V(o Address: 3750 1-I0rNT1f-/&Tr 1J City:SrL,"5R99(L ZIP: 5SY((0 Email and/or Fax ✓✓IEU-4 . GnP'NkM 4MPgt-. CO--' ARCHITECT/ENGINEER INFORMATION: Name: ,-jO/J 1pc_� Phone(day): (el? _ Z t i? - 15co Address: 700 Lw sr C_ City: vyMveM ZIP: SS 1 Email and/or Fax:wi fe.L1IllthVrl @ MQ2,`>W-) . CJS PROJECT INFORMATION: Descri tion ofproject: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply [�New Construction ElSingle Family with [Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence ( Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water "Any earth movement may require ❑Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse tJ Private Well Minnehaha Creek Watershed District(MCWD) Other:(specify) ❑Other(specify) 15320 Minnetonka Blvd ( dw5(.' Minnetonka,MN 55345 Phone: 952471-0590 Fax: 952471-0682 www.minnehahacreeLor Estimated Construction Valuation (excluding land) $ Packet Last Updated: August 2015 Page 21 T f • STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction I a. Length(ft.)= 4_ Number of bedrooms= C7 1 K Wood/Frame b.Width(ft.)= V19 Number of garage stalls: ❑Masonry Areas in square feet Attached= Z ❑Metal El Pole Bldg. c. Basement= i, Z 647"V76Detached= E] ICF d. 1 st Story = f,Z H El On-site Prefab e.2"d Story= ❑Off-site Prefab f. T/2 Story = ❑Other(please specify): g.Total Area= Z fJ3 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Building Permit Escrow Agreement and Fees ❑ Plan Review Fee q ❑ Complete Application Form $ ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements id ❑ Survey—2 full size,to scale(meeting ALL survey requirements) ❑ 151 Hardcover Calculations ® ❑ Septic System Certification 9 ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ 0 Landscape Walls and/or Retaining Wall Plans 19 ❑ Stormwater Pollution Prevention Plan SWPPP ca ❑ Access Permit I$ 1 ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: Owner's Signature: /� ? � Date: 1 - 7>� A01 Packet Last Updated. August 2015 Page 22 f ' PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �lJ w ( L w J Permit No.: 201(o - �1` -0 Description of work: C- uof- MM_- Date Rec'd: 11 2-� ((o Septic review by: Date Approved: Zoning review by: Date Approved: l'�U' Building review by: Date Approved: 3 Grading review by: trtlh �� Date Approved: ' q. t 7 Zoning District: Re-15 Zoning File MIV -J Q.Y Resolution? Yes Reso M Reso Date: 0.10 4(119 Signed: Yes No Resolution I NA Zoning: Lot Area: t'01- SF/AC Width: Structural Coverage: SF % Survey Submitted: Yes 0 No Date of Survey: . ZZ' �� Revised date(?): Landscape plan submitted? 4 Yes Landscaper: IM I yl V1 0 t �'71�ef� 0 No/ None proposed Proposed Setbacks: \ ��2 ►`f 4. Front) Rear(S et) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Building Height Analysis: Distance Between First Floor and defined Top of Roof* See "buildingheight" definition): (a) First Floor Elevation (from building plans): (b) Highest Existing ground level (per survey) or 10' above lowest round level, whichever is lower: (c) a��i-(� Difference between b and (c): (d) } Defined Building Height (a) - (d): (e) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Permit Number: _ (�� 0 Yes 0 No /dN/A 0 Yes 0 Yes No `� No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf 1 2 3 4 �/p L 0 Yes No 0 Yes No p7Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) Square Footage $ per Square Footage Basement X = $ 1s' Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ ;,7 (Y✓ Orono Inspections Required Work Requiring Separate Permits `Footing ❑ Site Plumbing ❑ Grading/Filling Poured WallSilt Fence/Erosion Control Mechanical E3 Fire Foundation Survey ❑ Hardcover Removal Fireplace 13 Water Connection ❑ Framing ❑ Other(specify) ❑ Masonry ❑ Sewer Connection ❑ Waterproofing/Drain tile ❑ Mfg. ❑ Lawn Irrigation Foundation Waterproofing ❑ Other(specify) ❑ Landscaping Framing Insulation As-Built Survey Final ' Lathe Required State Permits ❑ Other(specify) Well Electrical s REMARKS (in-house).- OFFICIAL in-house):OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx � Y DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last 700 LKIK-E S? F Address WA/ :jyo IJ 55 3�I !� 2- Soo -/��7 City IState Zip Phone I understand my rights as stated above. Signature Packet Last Updated. August 2015 Page 7 Y Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. 13 Completed Application Plan Review Fee Paid Signed Escrow Agreement & scrow Payment Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: ' �' � '0 Address: 00 tvf'I�M) YN&J Permit #: 0�0 / (a — D) W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx Christine Mattson From: Adam Edwards Sent: Monday,January 09, 2017 4:44 PM To: Christine Mattson Subject: RE: 500 Willow Drive S/#2016-01480 Chris, I've reviewed the subject Grading Plan and stamped it approved. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent: Monday,January 09, 20171:40 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE: 500 Willow Drive S/#2016-01480 Adam, We received an updated survey, engineered retaining wall plans and updated landscape plan. Please review and provide comments. Thanks! From:Adam Edwards Sent:Wednesday, December 28, 201610:59 AM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 500 Willow Drive S/#2016-01480 From:Adam Edwards Sent:Wednesday, December 28, 201610:51 AM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rgeitso@ci.orono.mn.us> Subject: RE: 500 Willow Drive S/#2016-01480 Chris, I've reviewed the subject Grading Plan and offer the following comments: I r 1. The City Survey standards require retaining walls top of wall and bottom of wall elevations to be called out (Survey requirement#23). Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the higher wall. Per the house profile views it appears the walls could be as high as 11 feet. 2. The applicant will be required to obtain a General Construction Permit (NPDES)to discharge stormwater associated with construction activity since more than 1 acre. 3. The city Survey Standards require that contours extend 50' beyond lot lines (Survey Requirement#10) 4. The city Survey standards require that any structures on adjacent properties within 50' of the property line be depicted (Survey Requirement#6) 5. The plan appears to have an extensive amount of grading work. The applicant should provide cut and fill calculations. 50-500 CUY will require a minor land alteration permit. >500 CUY will require a major and alteration permit/CUP. In addition a haul route must be supplied and approved prior to construction if fill is being brought into the project site. 6. The maximum driveway width allowed for residential properties is 20 ft. 5 ft radius flares are allowed at the connection with the roadway. As depicted the driveway flares to 35ft. The minimum driveway width is 8 ft. The driveway is likely to require a culvert at the road connection. This is not depicted on the plan. Adam From:Christine Mattson Sent:Wednesday, December 28,2016 9:59 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:500 Willow Drive S/#2016-01480 We received a building permit application for a new house(which will eventually be a guest house). Please see letter dated 12-15-2016 asking for additional information and my 12-28-2016 notes based on the updated information provided. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 ( Crystal Bay I MN 9 55323-0066(mailing address) 9 952.249.4620 18 952.249.4616 ® cmattson@ci.orono.mn.us -t� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January 2,2017 Monday,January 16,2017 2 Christine Mattson From: Christine Mattson Sent: Thursday, December 29, 2016 10:26 AM To: 'steve.clinton@nor-son.com'; Peter Eskuche - Eskuche Associates (peter.eskuche@nor- son.com) Cc: merry.graham@gmail.com'; Mark Gronberg; Melanie Curtis Subject: 500 Willow Drive S/#2016-01480 Attachments: Survey Requirements -August 2015.pdf Steve, Our engineer has reviewed the proposed survey dated 12-15-16 and has the following comments: 1. The City Survey standards require: a. Top and bottom of wall elevations to be called out(requirement#23). Walls greater than 4' in height must be designed by a licensed professional,and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the higher wall. Per the house profile views it appears the walls could be as high as 11'. Please clarify and provide necessary information. b. Contours extend 50' beyond lot lines (requirement#10) c. Any structures on adjacent properties within 50'of the property line be depicted (requirement#6). 2. Grading is proposed up to the property line on the south side of the property. No grading is allowed within 5' of the property line. Please update. 3. Unless being constructed at this time,all future elements on the survey will be red lined and marked "NOT PERMITTED". (Possible Future Home; Possible Future Driveway; Future Gravel Parking) Please provide clarification. 4. The landscape plan does not match the survey. Please have the plans updated to coordinate. 5. The grading associated with the possible future house and driveway may require a CUP. Clarification is needed regarding the earthwork proposed at this time. The applicant should provide cut and fill calculations-50-500 CUY will require a minor land alteration permit; >500 CUY will require a major land alteration permit and a CUP. In addition,a haul route must be supplied and approved prior to construction if fill is being brought into the project site. a. The applicant will be required to obtain a General Construction Permit(NPDES)to discharge stormwater associated with construction activity of more than 1 acre. 6. The maximum driveway width allowed for residential properties at the property line is 20'. 5-foot radius flares are allowed at the connection with the roadway. As depicted the driveway flares to 35'. The driveway is likely to require a culvert at the road connection. This is not depicted on the plan. Provide clarification. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 2 952.249.4620 18 952.249.4616 ® cmattson@ci.orono.mn.us I -t�www.ci.orono.mn.us i v CITY OF ORONO a Street Address: I Mailing Address: Telephone(952)249-4600 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 O Orono,MN 55356 Crystal Bay,Mwww.ci.orono.mn.us 55323 ww .ci.orono.mn.us kESH December 15,2016 Steve Clinton NOR-SON,Inc. 700 Lake Street E Wayzata,MN 55391 Re: Building Permit Application#2016-01480 500 Willow Drive S On November 28,2016 the City received a building permit application for a single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. The survey should be revised/updated to reflect the following: a. Show primary and alternate septic sites. b. Show first floor elevation. c. Show a legend clarifying the different symbols used. The circles with a plus sign along the driveway should be identified. d. Show landings. e. Show the patio. f. The survey shows a future grass parking area and connecting driveway. Are these to be constructed now? Our engineer has not reviewed the survey,so additional comments may be forthcoming. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the ml(�p proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan should Sub include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Resolution. Please remind the property owners to make arrangements to sign the approval resolution at the City Offices(Monday through Friday,8 am to 4:30 pm). Both Graham and Liz need to sign the document. They don't need to arrive together,but they will need to bring their driver's license in order to have their signatures notarized. 4. Building Plans. The building plans were submitted using a graphic scale. Please have them re-submitted using a standard scale for clarification. ti Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO * - )mobv� hristineMattson Planning Assistant c via email Steve Clinton Eskuche Design Graham Merry Roger Peitso, Building Official 1 I RECU' ED JAN 0 0 ZU17 Vickery Engineering& Consulting,LLC � RpNO 1444 1 Village W00'A"Drive,r,4en Frame,MN 5 5 347-1 509 C11 '/O�O Pkone: 952-40"5-8272 rax: 952-42r-1971 ,a rvickeryovicke rye ng.com Boulder Wall Calculations - 3-foot Total Wall Height Project VEC 17-003 - January 8, 2017 copyWillow Hill Guest Residence, Orono, MN 9110110 Desian Parameters: Page 1 of 2 Retained Soil Friction Angle, Osr:= 28deg Soil Unit Weight, -Ys:= 125pcf Crest Slope, 0:= Odeg Foundation Soil Friction Angle, osf:= 28deg lbf Surcharge Load, qs := 0— 61 := 3.Osr 81 = 18.667-deg Rock Unit Weight, -yr:= 150pcf ft Exposed Height, He := 2ft Wall Embedment, Hb := lft Total Height, Hr:= He + Hb Hr= 3ft Top of Wall Width, Wt := lft Base of Wall Width, Wba := 2ft a:= 83deg := 90deg – ot = 7-deg v = tan(osf) u = 0.532 Calculate Wall Weiaht: W1 := .5•(Wba – Wt)•He.-yr•lft W1 = 1501bf W2 := Wt.He.-yr•Ift W2 = 3001bf W3 := Hb•Wba•-ys•1 ft W3 = 2501bf Ww:= WI + W2 + W3 Ww= 7001bf Active Earth Pressue Coefficient(Ka): (cos(osr+ *)) 2 Ka:= 2 Ka= 0.274 (cosO)2 (cos(bl - )) �1 + [(sin(q)sr+ 61)).(sin(osr- (3))] [(cos(81 — *))-(cos( — a))] J Total Horizontal Force: Vt Horizontal Force From Soil, Fah:= .5•-ys•Ka•Hr•Hr•cos(61 – *)•lft Fah= 1511bf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•lft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 151 lbf 2 Hr Frictional Resistance: Vertical Force From Soil, Fav:= .5•-ys•Ka•Hr•Hr•sin(61 – *)•lft Fav= 31.2 IV 1 Fu:= v-(Ww+ Fav) Fu= 388.81bf Factor of Safety, Base Slidina: 3 Hb FOS Sliding, FOSs:= Fu FOSs= 2.574 Fh wb —E17Sineerin�so1utions)loran unsta61e World Vickery E_ngineering& Consulting,LLC 14441 villni;e woods Drive,[7--'Ien Pi.91rie,MN 5 5 347-1509 Prone: oi2-4c5-8272 rax: 952-420"-1971 ry i ckc ryCavi cke n1 e n K.co m Boulder Wall Calculations - 3-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Page 2 of 2 Calculate Overturning Moment: \ \ Driving Moment, Mo:= 10- 5•Ka•^ls•Hr•Hr•cos(81 — ) 3rIi +rgs•Ka•Hr• rlMo= 151 lbf Calculate Resisting Moment: / L Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba- Wt).(3) 2) — M1 := M1 = 1001bf lft W2•[(Wba — Wt) + W11 M2:= 2 J M2= 4501bf (\\l ft) W2•(Wba II M3 := 2 ) M3 = 3001bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 8501bf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 5.628 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional FnninPPr under the laws of the State of Minnasnta XonaldPickery, Registration Number: 24065 January 8, 2017 -'Engineering5o1utions Foran Unstable World Vickery Engineering& Consultin&LLC 4441 vilka'e WoocA'Drive, 'len f mine,MN 55347-1509 Fhone: 952-4'05-82,72 rax: 95Z-426-19?1 rvickeryLavickeryene�.com Boulder Wall Calculations - 5-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Design Parameters: Page 1 of 2 Retained Soil Friction Angle, �)sr:= 28deg Soil Unit Weight, 7s:= 125pcf Crest Slope, P:= Odeg Foundation Soil Friction Angle, (�sf:= 28deg lbf Surcharge Load, qs:= 0— 61 := 3•�sr 61 = 18.667-deg Rock Unit Weight, syr:= 150pcf 112 Exposed Height, He:= 4ft Wall Embedment, Hb := lft Total Height, Hr:= He+ Hb Hr= 5ft Top of Wall Width, Wt := lft Base of Wall Width, Wba := 2.511 a:= 83deg := 90deg — a = 7-deg u := tan(�)sf) v = 0.532 Calculate Wall Weight: W1 := .5•(Wba— Wt)•He.yr•lft W1 = 4501bf W2 := Wt-He.-yr•Ift W2 = 600 lbf W3 := Hb•Wba•-ys•1 ft W3 = 312.5 lbf Ww:= WI + W2 + W3 Ww= 1362.5 lbf Active Earth Pressue Coefficient(Ka): Ka :_ (cos((�sr+ *))2 2 Ka = 0.274 (cos(*))2.(cos(S1 — *))-I J I + [(sin((�sr+ 61))-(sin((�sr— (3))] [(cos(81 — *)).(cos( — (3))] Total Horizontal Force: Wi Horizontal Force From Soil, Fah:= .5.7s•Ka•Hr•Hr•cos(S1 —*)•lft Fah= 419.5 lbf Horizontal Force From Surcharge, Fs:= gs.Ka-Hr-lft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 419.51bf 2 H. Frictional Resistance: Vertical Force From Soil, Fav:= .5•-ys•Ka•Hr•Hr•sin(81 — *)•lft Fav= 86.61bf 1 Fu:= u.(Ww+ Fav) Fu= 770.51bf Factor of Safety, Base Sliding: 3 Hb FOS Sliding, FOSS:= Fu FOSS= 1.837 Fh wb �n�gineerin,gso/utions for an(-Instab/e World Vickercy E_ngineering& Consulting,LLC 14441 Village Woods L)rive,E-clen Fraine,MN 55}47_1 5o9 Phone: 952-40"5-8272 rax: 952-426-1971 m,icLe njCavic6 rye n6.com Boulder Wall Calculations - 5-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Page 2 of 2 Calculate Overturning Moment: \ l Driving Moment, Mo:= 10. 5•Ka•-ys•Hr•Hr•cos(bl — ) (Hr II +rgs•Ka•Hr�Hr Mo= 699.21bf Calculate Resisting Moment: / L Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above WI.(Wba- Wt)•(3) 1 M1 :_ M1 = 4501bf lft Wt W2•[(Wba — Wt) + ---1� M2:= 2 M2= 12001bf Oft) W2•(Wba)I M3 := 2 ) M3 = 7501bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 24001bf Factor of Safety, Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.432 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Fnninaar undar tha laws of tha States of Minnasntn Xonaldickery., PE Registration Number: 24065 January 8, 2017 -En,zineerinSsolutions Foran(Instable World 1 1 Vickery engineering& Consulting,LLC 1+491 Villa*,e Wo(A,[rive, clen Fl-airie,MN 5554)-1 509 Phone: 952-4-c5-82?Z tJax: 95L-42c-19?1 .vic ke rt#?vi cke rye nvim.c.om Boulder Wall Calculations - 6-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Desian Parameters: Page 1 of 2 Retained Soil Friction Angle, (�sr:= 28deg Soil Unit Weight, -ys:= 125pcf Crest Slope, ( := Odeg Foundation Soil Friction Angle, qsf:= 28deg Surcharge Load, qs := 0 lbf 81 := 3•qsr 61 = 18.667-deg Rock Unit Weight, •yr:= 150pcf ft Exposed Height, He:= 5ft Wall Embedment, Hb := lft Total Height, Hr:= He+ Hb Hr= 6ft Top of Wall Width, Wt := 1.5ft Base of Wall Width, Wba := 2.5ft a:= 83deg := 90deg — ot = 7-deg u := tan((�sf) v = 0.532 Calculate Wall Weiaht: W1 :_ .5•(Wba — Wt)•He•ryr•lft W1 = 3751bf W2 := Wt-He.-yr•Ift W2 = 1.125 x 1031bf W3 := Hb•Wba•-ys•1 ft W3 = 312.5 IV Ww:= WI + W2 + W3 Ww= 1812.5 lbf Active Earth Pressue Coefficient Ma): (cos(q)sr+ *)) 2 Ka := 2 Ka= 0.274 (cos(*))2.(cos(61 - *))-[1 + S1)) (sin(�sr- p))] [(cos(81 - *))-(cos( - PM Total Horizontal Force: Wt Horizontal Force From Soil, Fah:= .5•rys•Ka•Hr•Hr•cos(81 - *)•lft Fah= 604.11bf Horizontal Force From Surcharge, Fs:= gs•Ka•Hr•lft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 604.1 lbf 2 H. Frictional Resistance: Vertical Force From Soil, Fav:= .5•^ys•Ka•Hr•Hr•sin(61 — *)•lft Fav= 124.71bf 1 Fu:= u.(Ww+ Fav) Fu= 1030.1 lbf Factor of Safety. Base Slidina: 3 Hb FOS Sliding, FOSS:= Fu FOSS= 1.705 Fh Wb ,EnSineerinSso/utions Foran unstable World Vickers E_ngineering& Consulting,LLC 1+441 vllla ewo.A't_7rive,�_r�en t'r;rnie,n.1N i5 i47_1 loo Pkone: •>5L-9oi-8'71 t :3 x: ?5Z-hZ6-iaJl ry i s ke ri1ravi c�r.ry e n v r o m Boulder Wall Calculations - 6-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Page 2 of 2 Calculate Overturninq Mo ment: \ Driving Moment, Mo:= 5•Ka•^is•Hr•Hr•cos(81 — ) Hr)II + Cgs•Ka•Hr•�2r ail Mo= 1208.3lbf Calculate Resisting Moment: /J L Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above W1•(Wba— Wt)•(3) 2) M1 := M1 = 2501bf rr 2 lft W2•L(Wba — Wt) + --+tJ M2 := M2= 1968.81bf (I ft) W2•(Wba) M3 := 2 ) M3 = 1406.31bf lft Resisting Moment, Mr:= M1 + M2+ M3 Mr= 36251bf Factor of Safety. Overturning: FOS Overturning, FOSot:= Mr FOSot= 3 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional FnninPPr unriar the laws of tha Stats of Minnasnta XonaldPE Registration Number: 24065 January 8, 2017 ~EnS•ineerinS,5olution5Foran unstable world r Vickercy engineering& Consulting, ,LLC 14441 villare Woods(give,E Glen I'r:ainq MN 55 5-17-1 5o9 rkone: 952-465-8272 [ nx: ),52-4 Zb-1971 rvickeryCwickerycng.co�r Boulder Wall Calculations - 7-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Design Parameters: Page 1 of 2 Retained Soil Friction Angle, 4)sr:= 28deg Soil Unit Weight, 7s:= 125pcf Crest Slope, 0:= Odeg Foundation Soil Friction Angle, osf:= 28deg lbf Surcharge Load, qs := 0— 61 := 2.Osr 61 = 18.667-deg Rock Unit Weight, 7r:= 150pcf ft Exposed Height, He:= 6ft Wall Embedment, Hb := lft Total Height, Hr:= He + Hb Hr= 7ft Top of Wall Width, Wt := 2ft Base of Wall Width, Wba := 3ft a:= 83deg := 90deg — ot = 7-deg v := tan(4sf) v = 0.532 Calculate Wall Weight: WI :_ .5•(Wba— Wt)•He•7r•Ift W1 = 4501bf W2 := Wt•He.-yr•Ift W2 = 1.8 x 1031bf W3 := Hb•Wba••ys•1 ft W3 = 3751bf Ww:= WI + W2 + W3 Ww= 26251bf Active Earth Pressue Coefficient(Ka): Ka:= (cos(osr+ *))2 2 Ka= 0.274 (cos(*))2•(cos(81 - *)).�1 + [(sin(osr+ 61))•(sin(osr- p))] 1(cos(81 — 0-(Cos(--*— (3))] Total Horizontal Force: Vt Horizontal Force From Soil, Fah:= .5.7s•Ka•Hr•Hr•cos(81 — *)•]ft Fah= 822.31bf Horizontal Force From Surcharge, Fs= gs•Ka.Hr.lft Fs= 0 Total Horizontal Force, Fh:= Fah+ Fs Fh= 822.31bf 2 H. Frictional Resistance: Vertical Force From Soil, Fav:= .5•'ys•Ka•Hr•Hr•sin(51 — *)•lft Fav= 169.81bf 1 Fu:= v•(Ww+ Fav) Fu= 14861bf Factor of Safety, Base Sliding: 3 Hb FOS Sliding, FOSS:= Fu FOSs= 1.807 Fh Wb ,Cngineering,So/utions for an ansta6/e world- Vic6r'q engineering& Consulting, LLC 14441 VilLage Moods[rive,f'den rrafne,MN 5 5 317-1 509 Fkone: 952-4r5-8272 t-ax: a52-42r-1971 rvickeryCavicke r�cnv�.com Boulder Wall Calculations - 7-foot Total Wall Height Project VEC 17-003 - January 8, 2017 Willow Hill Guest Residence, Orono, MN Page 2 of 2 Calculate Overturning Moment: \ \ Driving Moment, Mo:= 10. 5•Ka•-ys•Hr•Hr•cos(81 — ) 3r ail + rgs•Ka•Hr• r lil Mo= 1918.7lbf Calculate Resisting Moment: / L Resisting Moment is calculated by taking the sum of the weights times the moment arms for each section of wall above Wl•(Wba— Wt)•(3) 2) M1 := Ml = 3001bf 1 ft W2• Wba — Wt) + Wtl M2:= 2 J M2= 36001bf (lft) W2 Wba 1 M3 := 2 ) M3 = 2700lbf 1 ft Resisting Moment, Mr:= M1 + M2 + M3 Mr= 6600Ibf Factor of Safety. Overturning: FOS Overturning, FOSot:= Mr FOSot= 3.44 Mo I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional FnninPPr under the laws of tha gtatp of MinnPsnta_ Xonaldickery, PE Registration Number: 24065 January 8, 2017 E,,SineerinS,5olutions Foran un5Mble World New Construction Energy Code Compliance Certificate Per 141101.8 Building Certificate.A building certificate shall be posted in a permanently visible Date Certificate Posted location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Bulld weL Be well.Mailing Address of the Dwelling or Dwelling Unit city O% NOR-SON 500 Willow Drive S. Orono MN 111 ..MN-w.Y�,MICE., Name of Residential Contractor MN License Number Nor-Son Inc 1969 THERMAL ENVELOPE RADON SYSTEM o Type:Check All That Apply X Passive(No Fan) c p j fit' '" CL Y 2:1 Active(With fan and monometer or m 0 e, others stem monitoring device $$ o a 3 U at O -0m CL o Q m in N y C � c cu 6 N N d LL2 U Insulation Location 2 Z M C U O w N m `o 2) 0 m c d at E E y co in o m c I° Z LL LL Li LiOther Please Describe Here Below Entire Slab X Foundation Wall R-10/5 X X Exterior. R-10 drainage board. 1"Certistud above grade Perimeter of Slab on Grade X Rim Joist(Foundation) R-20 X Interior Rim Joist(16t Floor+) R-20 X Unterior Wall R-20 X Closed cell urethane Ceiling,flat R-49 X Blown in fiberglass with 4 mil poly Ceiling,vaulted R-38 R-38 Bat with 4 mil poly Bay Windows or cantilevered areas X Bonus room over garage R-44 x X 2"closed cell with balance net and blow fiberglass Describe other insulated areas Windows&Doors ]g_g or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one doo 0.27 Solar Heat Gain Coefficient(SHGC): 0.18 value MECHANICAL SYSTEMS Make-up Air Select aType Appliances Heating System Domestic Water Heater Cooling System x I Not required per mech.code Fuel Type Gas Gas Electric Passive Manufacturer Trane Bradford White Trane Powered Interlocked with exhaust device. Model TUH040 M440t6fbn 0244TTR Describe: Input in 40,000 Capacity in 40 Output in 2 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 28,987 Heat 18,606 Location of duct or system:within building Structure's Calculated Gain: I nvelope joist spaces or soffets AFUE or 96 SEER: 13 HSPF% Calculated Efficiency I><cooling load: Cfin's "round duct OR Mechanical Ventilation System "metal duct Combustion Air Select a Type 2 gent}1ernio units wif"i2 boiler hack up or 2 furnaces and Z air conditioning Units Not required per mech.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity in cfins: Low: 60 High: 90 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfins: Low: High: I Location of duct or system: Continuous exhausting fan(s)rated capacity in cfins: Balanced Location of fan(s),describe: Cfm's "round duct OR Capacity continuous ventilation rate in cfins: NA Total ventilation intermittent+continuous rate in cfins: NA "metal duct Created by BAM version 052009 Cx><winetonica Ventilation, Makeup and Combustion Air Calculations Submittal Form For New '"Ootonks �'d Dwellings Mhx�emnke,MN 55345 (952)939.83M pemiiits�ertdnneMnke.com Site address 500 Willow Drive S Orono, MNDate 11/01/16 cor n Cities Companies Inc Comped ByJake Eliasan Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 1473 Total required ventilation finished or un75 finished) Number of bedrooms 2 1 Continuous ventilation 40 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates in cfrn Number of Bedrooms 1 2 3 4 5 6 Conditioned space Totav Totav Totav Totav Total/ Totall (ins .ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100150 115/58 130/65 14W3 — 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185193 200/100 215/108 5501-6000 15085 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRv)and energy recovery ventile-tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 dm, shall be provided, on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 Section B Ventilation Method Choose ether balanced or exhaust [Zpalanoed,HRV(Heat Recovery Ventilator)or ERV(Energy ust only(Continuous fan rating in dm) Recov-ery Ventilator)—dm of unit in low must not exceed continuous venti-Won rating by more than 100%. Low dm: 60 High dm: 90 Continuous fan rating in cim(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or SRV's. Enter the low and high cfm amounts. Low cf n air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent MA Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if exhaust fans are used for building ventilation,describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Honeywell Prestige IAQ Thermostat controls ventilation per Ashrae 2 Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Q Other,describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfin I NA Size and type(round,rectangular,flex or rigid) Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings,see INC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for aakx9ations) One or multiple power One or multiple fan One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil applia ncet appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column 1. a)pressure factor(cfrrdsf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) _(including unfinished basements) 1473 Estimated mHouse Infiltration(dm): 221 2.Exhaust Capacity a)continuous exhaust-only Balanced ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(dm) 135 135 135 135 C)80%of largest exhaust rating(dm); Kitchen hood typically(not applicable Less than if recirculating system or N powered 300Cfm makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(dm); 2a+2b+2c+2 3.Makeup Air Quantity(dm) a)total exhaust capacity(from above) b)estimated house infift0on(from above) Makeup Air Quantity(cam); (3a—3b)(if value is negative,no makeup air is needed 4.For makeup Air Opening Sizing, refer to Table 501.4.2 NR A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid hued appliances. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance applianoes Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29—42 6 Passive 164—232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62—83 8 w/mkhtorized dam Passive opening damper 318-419 196-258 136-179 84-110 g Passive opening w/motorized damper 420-539 259-332 180-230 111-142 10 Passive opening w/motorized dam ` —679 333-419 231-290 143-179 11 Powered make air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion [] Not required per mechanical code(No atmospheric or power vented appliances) M Passive(see IFGC Appendix E,Worksheet E-1) Size and type 3'pipe or 4"flex Other,describe: Explanation -if no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filed out. IFGC Appendix E Worksheet E-1—Residential Combustion Air Calculation Method for FurnaceBoiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler raft Hood QFan Assisted [DDirect Vent Input: 40,000 Btu/hr or Power Vent Water Heater: raft Hood [Z]Fan Assisted []0iirect Vent Input: 30,000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 700 ftZ L x W x H L W H Step 3:Determine Air Changes per Hour(ACH)l Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Deternine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 48.Standard Method Total Btulhr input of all combustion appliances Input:P BtuAnr Use Standard Method column in Table E-1 to find Total Required TRV: fe Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is leas than TRV then go to STEP 5. 4b.Knowi Air InMmbon Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btulhr input of all fan-assisted and power vent appliances Input: 30000 Btulhr Use Fan-Assisted Appliances column in Table E-1 to find RVFA. 2250 le Volume Fan Assisted(RVFA) Total Btulhr input ut of a1 Natural draft appliances input: 0 _BbAr Use Natural draft Appliances colcunn in Table E-1 to find RVNFA: 0 fta Required Vokune Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 2250 + 0 = 2250 TRV ft If CAS Volume from Step 2 is greaterOwn TRV than no outdoor openings are needed.If CAS Volume 2 is lass than TRV than no to STEP 5. Stop S.Calculate the ratio of available interior volume to the total rem volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=700 /2250 =.31 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - .31 -.69 Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total BhAr input of all Combustion Appliances in the some CAS Input: 30000 Btuft(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btulhr divided by 3000 Btulhr per inZ CAOA=30000 /3000 Btwbr per inZ=10 int Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA muNp/led by RF Minimum CAOA=10 x.69 _6.9 in Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 muitipifed by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA= 2.94 in.diameter go up one inch in size if using flex dud 1 if desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 t � � IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Applianoe) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(Cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre4994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,45-0- 4,725 95,000 4,750 7,125 3,563 9,975 4 988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6-,0--00- 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,&50 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,E 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11-250 16,8-75- 8,4383=625 11,813 230,000 11,500 17,250 18,625 24,150 1 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: htta:lhvww.dii.mn.nov/CCLD/PDF/sbc 1322 cert.odf 101.8 H logia P+TaemCCa to �lw Dane: _ 1/,4�C6 Site Address: Contractor Name: Lkentse Number: Leacadfvri Type of F 7]VPC LercatnOW -W" Ii�sausfalarori N-Valor flak Air Roa# C�i NX walls Combustion Air Mfbbw Heaffng Fl,00r DaM tide efConditkmad Spoom RIM 304st or or a�c7i� R- Foundation Wa Erttwiar.Eeterit ar I tgm A F AaYsw F+ems tiratrNm Rawfou C AALJFcWUE WON Heats 5 &► ce"noem �„ Loci +C'airnMiarnrvt� roW Vena fte-d dcallf -oil oe'i ek OC4#I— 40 1 Packer Last Updated., August 2015 Page 20 I Christine Mattson From: Christine Mattson Sent: Tuesday,January 10, 2017 11:52 AM To: steve.clinton@nor-son.com' Cc: 'merry.graham@gmail.com' Subject: 500 Willow Drive S/#2016-01480 Good Morning Steve, We have the building permit ready to be issued; however, prior to the release we need the resolution signed. Please have the both Graham and Liz make arrangements to come to City Hall to sign the document. They don't need to arrive together, but they will need to bring along their driver's license in order to have their signatures notarized. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) 9 952.249.4620 ( A 952.249.4616 ®cmattson@ci.orono.mn.us I -1� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January 16,2017 Monday, February 20,2017 1 PROPOSED BOULDER RETAINING WALLS RECEIVED JAN 092017 WILLOW HILL GUEST RESIDENCE CIN OF ORONO 500 WILLOW DRIVE SOUTH , ORONO , MN GENERAL NOTES I. IN PREPARATION OF WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED, BASED ON A REVIEW OF US GEOLOGICAL SURVEY SOIL MAPS OF THE PROJECT AREA. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY VEC SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY VEC MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. DESIGN SOIL PARAMETERS: A. RETAINED SOIL: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, GAMMA = 125 PCF. B. FOUNDATION SOIL: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, GAMMA = 125 PCF. 3. ANY EXCAVATION PERFORMED BELOW THE FOUNDATION GRADE OF THE WALL SHOULD HAVE PROPER 1:1 LATERAL OVERSIZING. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT TO THE BACK OF THE LOWEST BOULDER. 4. THIS SET OF BOULDER RETAINING WALL PLANS ARE BASED ON THE SITE GRADING PLAN, PREPARED BYMINNESOTA GREEN, INC., DATED 1/2/17. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALL MAY NEED TO BE REDESIGNED. 5. LOCATION OF THE BOULDER RETAINING WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WALLS, OR IF CONSTRUCTION SHEET INDEX OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LINES OR EASEMENTS. 6. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE BOULDER RETAINING WALLS BE BASED ON THE PLANS REFERENCED ABOVE AND NOT PROFILE PLANS DONE SHEET NO. SHEET DESCRIPTION BY VEC. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. WI TITLE PAGE & GENERAL NOTES FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR THE BOULDER RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALL AND SHALL BE CORRECTED AT NO COST TO VEC. W2 WALL CONSTRUCTION NOTES 7. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE BOULDER RETAINING WALLS WERE ASSUMED FROM THE PROJECT PLANS REFERENCED W3 WALL ELEVATION VIEWS ABOVE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, VEC MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE BOULDER RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY IL W4 SECTIONS AND DETAILS TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 8. PLEASE REFER TO ANY PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. PROPOSED BOULDER RETAINING WALLS SCALE: i 1 SHEET: W� OF: 4 CLIENT: MINNESOTA GREEN, INC. viclCery �ngineeringF� Consulting, LLC WILLOW HILL GUEST RESIDENCE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR I 4441 VillageWoods Drive 500 WILLOW DRIVE SOUTH, ORONO, MN NONE I-INCH. IF IT DOESN'T, ADJUST REPORT WAS PR RED Y ME OR R M;PZFESSIONAL ECT Eden Prairie, MN 55347 TITLE PAGE AND GENERAL NOTES SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED pone: 952-465-8272 ENGINEER D R A S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 WWW.vicLer,geng.com DRAWN BY: RWV REVIEWED BY: VEC f RONALD CKe C�20I 7 Vickery LnP�ineerinP�h�onsu�tinP,y L�� DATE: 1/8/17 DATE: I/8/ Ree. No.: 24065 BOULDER WALL NOTES DESCRIPTION THIS WORK CONSISTS OF CONSTRUCTING BOULDER WALL STRUCTURES AT THE LOCATIONS INDICATED ON THE SITE GRADING PLAN, PREPARED BYMINNESOTA GREEN, INC., DATED 1/2/17. BOULDER WALLS ARE FORMED OF INTERLOCKING, DRY—STACKED ROCKS WITHOUT REINFORCING STEEL, MORTAR, OR CONCRETE. CONSTRUCTION REQUIREMENTS BOULDERS: BOULDERS SHALL CONSIST OF NATURAL STONE WITH VARYING HEIGHTS AND NOMINAL DEPTHS RANGING FROM 12 TO 36 INCHES (FRONT TO BACK). GENERAL: THE FOLLOWING DEFINITIONS APPLY TO BOULDER WALL CONSTRUCTION: (A) BASE ROCK: THE BASE ROCK IS THE LOWERMOST ROCK IN THE BOULDER WALL, AND BEARS DIRECTLY ON THE SOIL SUBGRADE. (B) FACING ROCK: THE FACING ROCKS COMPRISE THE BULK OF THE BOULDER WALL AND ARE STACKED ABOVE THE BASE ROCK. (C) CAP ROCK: THE CAP ROCK IS THE UPPERMOST ROCK IN THE BOULDER WALL SECTION AND "CAPS" THE BOULDER WALL. BOULDER WALL CONSTRUCTION: (A) BOULDER WALL FOUNDATION EXCAVATION: EXCAVATE A FOUNDATION TRENCH AT LEAST 12 INCHES BELOW THE GRADE AT THE BOTTOM OF THE WALL, RUNNING THE FULL LENGTH OF THE PROPOSED BOULDER WALL, OR TO THE DEPTH SHOWN ON THE PLANS. EXCAVATE THE FOUNDATION TO A MINIMUM WIDTH EQUAL TO THE SPECIFIED BASE ROCK WIDTH PLUS 12 INCHES TO INCLUDE THE AGGREGATE BEHIND THE BOULDER WALL. EXERCISE CARE DURING EXCAVATION OF THE BACK CUT. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR. (B) BOULDER PLACEMENT: PLACE THE FIRST COURSE OF ROCK (BASE ROCK) ON FIRM, UNYIELDING SOIL WITH FULL CONTACT BETWEEN THE ROCK AND THE SUBGRADE. EXCAVATE ANY LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL PRESENT AT FOUNDATION GRADE AND REPLACE WITH SUITABLE FOUNDATION FILL. COMPACT THE FOUNDATION FILL AS NEEDED. AS THE BOULDER WALL IS CONSTRUCTED, PLACE THE ROCKS SO THAT THERE ARE NO CONTINUOUS JOINTS IN EITHER THE VERTICAL OR LATERAL DIRECTION. STOCKPILE A SUFFICIENT NUMBER OF ROCKS TO PROVIDE A GOOD SELECTION FOR PLACEMENT. TO OBTAIN A BETTER FIT, PLACE ROCKS WHICH DO NOT MATCH THE SPACES OFFERED BY THE PREVIOUS COURSE IN A DIFFERENT LOCATION. AVOID PLACING ROCKS WHICH HAVE SHAPES THAT CREATE VOIDS WITH A LINEAR DIMENSION GREATER THAN 8 INCHES. EXCEPT IN ISOLATED CASES, PLACE EACH ROCK SO THAT IT BEARS ON AT LEAST TWO ROCKS BELOW IT. LOCATE AT LEAST ONE BEARING POINT A DISTANCE NO GREATER THAN 6 INCHES FROM THE AVERAGE FACE OF THE BOULDER WALL. THE ALLOWABLE TOLERANCE FOR BASE ROCK WIDTHS IS 3 INCHES; HOWEVER, DO NOT PLACE TWO OR MORE CONSECUTIVE BASE ROCKS WITH A WIDTH LESS THAN SPECIFIED ON THE PLANS. SLOPE THE TOP SURFACE OF EACH ROCK TOWARDS THE BACK OF THE BOULDER WALL AT AN INCLINATION OF AT LEAST 5 PERCENT. THE MINIMUM BOULDER WALL THICKNESS IS BASED ON MINIMUM BASE ROCK WIDTH, AS SPECIFIED ON THE PLANS, AND ALLOWABLE FACE BATTER. THE REQUIRED MINIMUM FACE BATTER IS 10 DEGREES. SECURELY PLACE FACING ROCKS SO THAT THE ROCKS ARE UNABLE TO BE MOVED WITH A PRY BAR AFTER THE BOULDER WALL IS COMPLETE. (C) VOIDS: WHERE VOIDS WITH A MINIMUM DIMENSION OF 6 INCHES OR GREATER EXIST IN THE FACE OF THE BOULDER WALL, CHINK THE VOIDS WITH SMALLER ROCK. (1) IF THERE IS NO ROCK CONTACT WITHIN THE BOULDER WALL THICKNESS, CHINK THE VOID WITH A SMALLER PIECE OF ROCK. (2) CHINKING ROCKS SHOULD NOT PROVIDE PRIMARY STRUCTURAL SUPPORT FOR THE OVERLYING ROCK. (3) CHINKING ROCKS SHOULD NOT BE ABLE TO BE MOVED OR REMOVED BY HAND AFTER BOULDER WALL IS COMPLETE. RESET LOOSE CHINKING ROCKS UNTIL SECURELY PLACED OR GROUTED IN PLACE. DO NOT ALLOW GROUT TO BE READILY VISIBLE FROM THE FACE OF THE BOULDER WALL. (D) BOULDER WALL AGGREGATE: INSTALL AGGREGATE, CONSISTING OF 3/4" TO 1 1/2" CLEAR CRUSHED AGGREGATE (NO PEA GRAVEL), BETWEEN THE BOULDER WALL AND THE BACK CUT FACE BEING SUPPORTED. THE AGGREGATE LAYER SHALL BE TO THE DIMENSIONS SHOWN ON THE PLANS, WITH A MINUMUM DEPTH OF 12 INCHES. PLACE AGGREGATE CONCURRENT WITH BOULDER WALL SO THAT AT NO TIME IS EITHER MORE THAN 12 INCHES HIGHER THAN THE OTHER. SEPARATE THE AGGREGATE FROM THE BACK OF THE BOULDERS BY A NON—WOVEN GEOTEXTILE (MIRAFI 140N OR APPROVED EQUAL). OVERLAP THE NON—WOVEN GEOTEXTILE AT LEAST 18 INCHES AT ALL SEAMS. THE TOP OF THE AGGREGATE SHOULD ALSO BE "CAPPED" WITH THE GEOTEXTILE, AS SHOWN ON THE CROSS—SECTIONS. PROPOSED BOULDER RETAINING WALLS SCALE: i i SHEET: 1.,n OF: 4 CLIENT: rVi ckery �n�ineerin� Consulting, LLC VV L MINNESOTA GREEN, INC. WILLOW HILL GUEST RESIDENCE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 14441 Village Woods Drive 500 WILLOW DRIVE SOUTH, ORONO, MN NONE I-INCH. IF IT DOESN'T, ADJUST REPORT WAS PR RED Y ME OR R MXPFESS ECT E-den Prairie, MN 55347 BOULDER WALL NOTES SCALE ACCORDINGLY SUPERVISION A H A DU ICE ED11ONAL hone: 952-465-8272 ENGINEER D R A S HE ST NESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 www.vicLeryeng.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKe ©2017 Vickery I—ngine g&Con501tin&LLC !DATE: I/8/17 DATE: I/8/ Rec. No.: 24065 1 4!p 3 2 W4 W4 W4 962---- T_ - -- -- - T-- -- � - --�- T -- --T 962 961 - -+ - - --+- - -- - -- - -- �&ADEBEOIND-WALL- -- -- + - - ----- 961 960 959 - -- -- -- -- -- - - -- — - - -- -- ---- 959 - TOS- WALL T T -- - - T 958 -- - -- + -- - - -- -- --+---- - -+ - --A-- -- -- F7 -7- 958 957 - -- J- L- -L - -T------IL - ------���� - ---L--957 956 -- - -- - - --' -- -- -- T- - — - -- -T -- --F -- -T-956 LEGEND 7-- - -- - +- - -- 955 - -- -- L--- --L- -- �-954 - 954 — 7 1 FINISHED GRADE AT BASE D3S 10 -WALL- -- -- --- ------ ------ 953—r- -- �- --- T- - -- -T ----�------ T T T T � WX - INDICATES CROSS-SECTION TO 952 - - -- +- -- +- - -F - - - -- --+ -f- -- - -i ---- +- -- -�- --- 952 BE USED (SEE SHEET W4) 951 - -� -- -- I - -- I-- -- f - ---- - 951 o u� I o Ln IO Lo C> N O O N M M 1 1 + + + + t > O> t t + + O O O O O O O O O O Q Q Q Q Q Q Q Q Q Q Q N N y N N N N N N BOULDER WALL - ELEVATION VIEW LOWER WALL MAXIMUM BEARING PRESSURE = 2,000 PSF W3 (SCALE: 1"=6'-O") 4 2 W4 W4 967 -- --i --T--- - - -- i-- -- 966 - - -- - - -- -- -- -- -- -- � NOTES 965 -GRADE—BEHIND-WALL - -- - - -- 964 -- - --- rt- - - TOP OF WALLI - -- - 963 - -- I- -- -- -- --1 -- 1) GRADES SHOWN ARE APPROXIMATE, AND MAY VARY IN THE FIELD AT THE TIME OF _ CONSTRUCTION. MINOR ADJUSTMENT OF THE TOP AND BOTTOM OF WALL ELEVATIONS IS 962 -- --BASE OF WALE - - I 1 PERMISSIBLE, PROVIDING THE CROSS-SECTIONS INDICATED ARE FOLLOWED. SEE SHEET W4 FOR 961 -- - ---- --- - CROSS-SECTION INFORMATION. -I- _ 960 - T_ _ _ _ GME __I BASE 2) MINIMUM EMBEDMENT IS SHOWN ON THE CROSS-SECTIONS. EXTRA EMBEDMENT IS ALLOWED IF 959 - -- -I FINISHED GRADE AT BASE 958—r - -I rt -- -fi -- - I-- -- NEEDED TO ACCOMODATE BOULDER SIZES. 957 - -- - -- - - -- -� - � } - - CD Lo O O N N N O O O O O O BOULDER WALL - ELEVATION VIEW Z UPPER WALL MAXIMUM BEARING PRESSURE = 2,000 PSF W3 (SCALE: I"=6'-O") PROPOSED BOULDER RETAINING WALLS SCALE: SHEET: OF: CLIENT: Vickery Engineering & Consulting, LLC W3 4 MINNESOTA GREEN, INC. WILLOW HILL GUEST RESIDENCE 6 3 0 6 12 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 14441 Village N/oodsDrive 500 WILLOW DRIVE SOUTH, ORONO, MN = REPORT WAS PR RED Y ME OR R MY D ECT rden Prairie, MN 55347 SCALE: I 6 SUPERVISION A H A DUL ICE EDP FESSIONAL ��one: 952-465-8272 WALL ELEVATION VIEWS ENGINEER D R A S HE ST MINNESOTA. REV. NO: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 www.vicLer,geng.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKE 20I 7�/icice ry�nv,ineerin¢Jf consulting,LL�. 24065 DATE: 1/8/17 DATE: I/8/ REG. No.: N 0 TOPSOIL 18-INCH BOULDER TOPSOIL VA VA VA VA VA 10. OULDER y/^/�0,<>�g/1;/��;/�;� `; j/\'y IB-INCH MIRAFI TYPE 140N BOULDER \%(OR EQUAL) MIN. IOUNCH IRAFI TYPE�140NVA/` 100 V//VV% NOTE: ALL BOULDER SHAPES SHOWN BOULDER 3'-0' ( R EQUAL) \\ MIN. ARE FOR DETAILING PURPOSES ONLY. `i/`�/`�/`i/�//, 6 -�� 24-INCH " MINI U\/ /�/, / / /12' MINIMUM OF I'-0' `/\/ \ 24-INCH \12' MINIMUM OF% BOULDER 'FREE-DRAINING' ACTUAL BOULDER SHAPES MAY VARY // BOULDER (MIN) \\j\\ FREE-DRAININGAGGREGATE GREATLY IN THE FIELD. BOULDER AGGREGATE SIZES SHOWN ARE MINIMUM DEPTH OF x FA 30-INCH THE BOULDER, AND THE DEPTHS SHOWN r-o• /AA/ AA BOULDER (MI N) VA V A VAA SAA�AA�� IN THE CROSS-SECTIONS SHOULD BE PROPOSED BOULDER WALL \ \ CONSIDERED MINIMUM DEPTHS INTO THE UP TO 3-FOOT WALL SECTION AAjAAj/AAj�AAjj�jAAj�\j` SLOPE (PERPENDICULAR TO THE WALL W4 (SCALE 3/8"=I'-O") FACE). BOULDER HEIGHTS MAY VARY. PROPOSED BOULDER WALL 4 UP TO 6-FOOT WALL SECTION W�+ (SCALE 3/8"=1'-0') TOPSOIL 12-INCH 18-INCH 24-INCH TOPSOIL 24-INCH 12- CH /��/i�`i`�i i�`�i�ii`�i�`ii�`ii�`i����i``i`i���i��T`�i/i1 /i � / BOULDER BwOULDER I8-INCH \/AA% 1 % AA/` VA/AA/AA/AA/AA/AA/� BOULDER MIRAFI TYPE 140N'\/j \\/ � 36-INCH 30-INCH I0o (OR EQUAL) //� 30-INCH MIRAFI TYPE 140N; BOULDER BOULDER MIN. p4-INCH SVA/AA/A�%AA/AA/� 10° BOULDER VAj�(OR EQUAL) // // //' / // // M I N. /V//V//V /V/i 5'-0' BOULDER VAAA//AA/�A//AAA/j 7'-0' j//j//j//j//j//j// \jAAjAAAj/ 30-INCH VAjAAjAAjAAjAAjAA/' V/SAA/�/V//VAA! BOULDER /VA//VA//VA//VA//VA//VAS PROPOSED BOULDER WALL 30-INCH \/i,//iI /\ ; </ ,�\ BOULDER 12' MINIMUM OF; \\`\\,`\\,`\\,`\\\� BOULDER DESIGNATIONS 1 -0. ///'/ /FREE-DRAINING/ 12" MINIMUM OF/ (MIN) ;AA V ` FREE-DRAININGVA W4 (NOT TO SCALE) \ \ /-AGGREGATE 36-INCH \\\\\\\\\\\\\\\\\\\\\\\\ \\ \\i /..- AGGREGATE / // ///,// / / / / / / / BOULDER I'-0' SAA SAA VA\SAA SAA SAA (MIN) / // // \ PROPOSED BOULDER WALLVAVA/AA��A/�A; 3 UP TO 5-FOOT WALL SECTION / W4 (SCALE 3/8'=I'-0') PROPOSED BOULDER WALL 5 UP TO 7-FOOT WALL SECTION W[+ (SCALE 3/8"W-01 PROPOSED BOULDER RETAINING WALLS SCALE: i i SHEET: �� OF: 4 CLIENT: Vickery Engineering Consulting, LLC MINNESOTA GREEN, INC. WILLOW HILL GUEST RESIDENCE AS VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 14441 Village Woods Drive 500 WILLOW DRIVE SOUTH, ORONO, MN I-INCH. IF IT DOESN'T, ADJUST REPORT WAS PR RED Y ME OR R MXPFESSIONAL ECT E-den Prairie, MN 55347 SECTIONS AND DETAILS SHOWN SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED rhone: 952-465-8272 ENGINEER D R A S HE ST NESOTA. REV. NO: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 www.v[cLer,geng.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKE ©201 7 Vickery rnvineering&Consultin¢„LLC DATE: 1/8/17 DATE: I/8/ REG. No.: 24065 AP - MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. 2010 014'(D Issued to: Liz&Graham Merry Permit No: 16-637 Location: 500 Willow Drive South Orono Purpose: Erosion Controi-Single Family Home Date of Issuance: 12/5/2016 Date of Expiration: 1 /2017 By of the Board of anage Rachel o in Permittin Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on December 2"d, 2016 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We-collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 - Fax:(952)471-0682 • www.minnehahacreek.org , . Ilk MINNEHAHA CREEKWATERSHED DISTRICT QUALITY OF WATER MQUALITY OF LIFE Inspection/Analysis/Monitorine Fees j li f 1 A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation i • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least$35. Standard Fee Schedule District professional staff $ 65.51 District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting EngineerlTechnician $contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25+ actual staff time Color copy costs $ 1.00+ actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 3.31 - 0 PERMIT NO. 22017-01 4 8 0 COMPLETED ADDRESS 660 6111 f W Dr. OWNER u �" �' TELEPHONE NO./,f 2�SS�—2 09 46 CONTRACTOR r Islf l�liGJicv� 3: DESCRIPTION ❑ FOOTING ❑ 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 r ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc .7,,svIy _79 J cc O LU 2cc / l z W cc j LUWORK SATISFACTORY:PROCEED C3PROJECT 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 C1STOP 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 CopylSite Notice DATE CITY OF ORONO CALLED IN 3- Z TIME V INSPECTION NOTIC .Ol,/(,,�SCHEDULED PERMIT NO. 7r1S(/ COUPLET ADDRESS �� �� - -s. OWNER TELEPHONE NOJ�-)' A ` CONTRACTOR v ) DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION 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 ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 1 COMMENTS: v� L / —P 41,, rl 0 l7 O e-02 W � QI L c7o /ocJ`� 2 Lam. W y. EL W ❑WORKSATISFACTORY PROCEED ❑PROJECT COMPLETE k XCORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W CA Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C 1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Caq for the next Inspectlon 24 hours In advance. (952) 249-4600 ��ctor on Ito. Inspector-. White CopyRngmtoes FIN Canary Copy/She Notice F4 56� DATE TIME V CITY OFCNO CALLEDIN INSPECTIONION NOTICE SCHEDULED 772'7757-7 —9 � PERMIT NO. ©f 62 —0LJ�1p OCOMPLETED / ADDRESS S0 nI�)/C/�_Ty )Q42— OWNER TELEPHONE-NO. 9'5�3k �3Y707YJ CONTRACTOR Za ` DESCRIPTION -/-,A l~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEW OOK-UP ❑ FOUNDATION/REMOVAL J El DEMO-SITE ric INSTALL Z OWNERICONTRACTOR TO MEE�YOU.: YES_NO COMMENTS: Gg�tse wa<�s CL g210 r CIS V/��'Lrs E cc - Q FtPf 4 eog- w1"6 6& Linn`` bCld� ? pftp W � �w� �.� 5��•Qs ems.- GacPe — W ❑WORK SATISFACTORY:6=13 ❑PROJECT COMPLETE �RRRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Can for the next Inspection 24 hours in advance. (952) 249-4600 OwnerrAxd actor on site: Inspector: ` White CopyAnspectoPs File Canary CopylShe NotIce ATE TIME CITY OF ORONO CALLED IN INSPECTION N EDULED :3 O PERMIT NO. MPLET D ADDRESS DD OWNER ELEPHONE NO CONTRACTOR 3Z DESCRIPTION t~N ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ..t ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNEWCONTRACTOR TO MEET YOU:_YES—NO COMMENTS: 0 W C 1 Q74�TCw'e�eS Q� W W oc CA 'Aw� d` -SATISFACTORY:SATISFACTORY`:PROCEED ❑PROJECT COMPLETE Qc ❑CORRECT WORK A PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwnadContractor on site: Inspector. Whits CopyAnspecW*File Canary CopylShe Notion DATE TIME V CITY OF ORONO CALLED IN INSPECTIONn E SCHEDULED PERMIT NO. l _b`Y v COMPLETED ADDRESS 1nJ• I oco 10 S. OWNER A / TELEPHONE NO. CONTRACTOR �aI rSa�t DESCRIPTIONH W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING VQj ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ [I FRAMING El MECHANICAL FINAL ❑ RATED WALLS it INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERPCONTRACTOR TO MEET YES_NO h COMMENTS: A o; 0 Q � /�Qr/(d�i .g�irk chi�I✓�L $ti/4,0 -�o�/ riGr.(sf e C6K .-etc rv4 Ll ,oe v �/fyl rK�� d G ��IKG�✓[�C" W ❑WORKSATISFACTORY PROCEED ❑PROJECT COMPLETE cc PQLREQT WORK 3 PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContmctor on site: Inspector. White Copylinspectoes File Conary Copy/No Notice DTE TIMEY CITY O ORONO CALLED IN —1 INSPECTION N TI SCHEDULED PERMIT NO. ADDRESS OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ 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 ❑ SEPTIC INSTALL 2 OWNERICONITRACTOR TO MEET YOU:_YES_NO COMMENTS: Go m o�i�i° GGIiS�i br Y Sf✓l.�ri�U/l/ cc O W cc Q f2 z 2 W W cc O WORK SATISFACTORY PROCEED ElPROJECT COMPLETE cc X W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN Ll 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 CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �-- INSPECTION NOTICE t SCHEDULED PERMIT NO. U (D t COMPLETED ADDRESS OWNER TELEPHONE N . � �<< /a ✓fid CONTRACTOR D DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL AtOURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v [I DEMO-SITE ❑ IFPTIC INSTALL Z OWNEItlCO A YOU: YES_NO COMMENTS:ORCI / - 0. �Gfi rL�. /m u, dre�.c, . . o _Ojeu_ �L.7 a 64 - u. C -o /O(/"a . rock .1 �cb••G 6K +sem-s•oc Gorr rc �,� aA::!- w ac j W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE al: ODRRECT 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 ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 7A hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. WAib CopyAnspectoes FIM Canary CopyiShe Notbe DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS f5 C'C 1,(-,) 1 IZ,/C'( J 44', OWNER TELEPHONE NO. CONTRACTOR Y C DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ 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 ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑'SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: W Q Se,,, ace, W cc 2 J k/ k/MK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY CI 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 sit Inspector. White Copynnspector's File Canary Copy/Site Notice Tlhw/ CITY OF ORONO CALLED IN /� — 7 INSPECTION NOTIC ,I SCHEDULED arm LZ PERMRNO.64COMPLETE' l ADDRESS , l O(,'V,\ OWNER 00TELEPHONE NO- S^ —2-2— CONTRACTOR y 47/1 J/ DESCRIPTION '1"O til/ -C- C Wal ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL [ITREE 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 J [I DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: 0 W a; Q W uj OC j K SATISFACTORYPROCEED Cl PROJECT COMPLETE cc W CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Ct BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. Cl PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. [3 o'h 4 WMte CopyAnspecWs File Canary CopylSib Notice DATE TIME CITY OF ORONO CALLED INS INSPECTION NQ�TIC f 1 �/� SCHEDULED �'d�LLJ m PERMIT NO. l) (� Comp" D ADDRESS D C/ //G L< OWNER TELEPHONY.NO.x CONTRACTOR V 6)A? /-7 DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ 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 ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v El DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:;YEs_NO y COMMENTS: ac 5- Lt f c it c e �p ro I/ rated ` G�oa.n6.0- �O W at Q tu W It j W 'l� KSATISFACmwt PROCEED 0 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED O 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: G /A6v Whhe CopyAnspactoes Fib Canary CopyM to Notla