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Home My WebLink About2017-00425 - new structure CITY OF ORONO *��i 7 — rd a 4 z s * 2750 KELLEY PARKWAY DATE ISSUED: 06/OU2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1700 BOHNS POINT RD PIN : 16-117-23-22-0003 LEGAL DESC : AUDITOR'S SUBD.NO. 349 : LOT 003 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,550,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM SAC GRANDFATHERED[N-PER 1966 SEWER PROJECT MAP 30-PER ROGER P 08-30-16. APPLICANT PERMIT FEE SCHEDULE 8,564.92 STONEWOOD,LLC STATE SURCHARGE(VALUATION) 720.00 153 E LAKE STREET TOTAL 9,284.92 WAYZATA, MN 55391- Payment(s) (612)462-4000 CHECK 14794 9,284.92 Minnesota State License#: BUIL-BC594315 OWNER SANTRACH&MELISSA KREIMER-SANTRACH, PETER 1700 BOHNS PT RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry 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 au[horized 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 confo ance with the-&tat��uii� g Code.This permit may be revoked at any ti f��ue� e. � � � V L-f � oV � l ( l / Applicant ermite S' ature Date ssued Signature Date i CITY OF ORONO � , �� 9,� �� BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O♦ , � �) Mailing Address: Permit number: � � � '�i(�`�t � t�� Box 66 O �,}'� \,� ��Crystal Bay, MN 55323-0066 Date received: �- - Z�` � � �(`�y r), �� 1 � Street Address:� /_� - -�� eived by: � y�, G� U` \.� 2750 Kelley Parkway ( ; :��' 7"�� n reyiew_fee: J • 5�' �� -. � �7'�kSH�4� 'Nlti�� 1 Orono, MN 55356 �= _.—___ -----��{��- - - _ - - - � � �' Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ��o, t3�.N•5 �pa�-c �2�..Z Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes,a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shutt/e bus service will be required un/ess applicant demonstrates sufficient on-site parking is availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: 4Ync�� Lt-c State License# 1"j�.SqN 3 i 5 Expiration Date: 3- �5- � S� Phone: (cell) �It- 2�"►- 26"►� (office) G►2- H�z- yeoo MailingAddress: �53 L.�� S-C cUs-�' Cit : w• �a�y ZIP: Ss3q1 Contact Person: Svc•� (�„�,Sf�s.,a A plicant is: rac o / Homeowner (Circle One) Email and/or Fax: d�►a �.��,,,�.1, c Q PROPERTY OWNER INFORMATION: Name: �Q�r�r � ,M,�t►Ss� 5•...-w.�►- Phone(day): (�y�- 3�3- 3��fl � Address: iz�5 Nw S I. .� Cit : ZIP: SSyy Email and/or Fax_.._. D S(�✓1 O�S , .(l3►� ARCHITECT/ENGINEER INFORMATION: Name: � �ths� N (r�w Phone(day): qSz- �I�3- �� Address: �{c� ►.��-� 4-t f»sT City: ��ys,r.. ZIP: SS3ti i Email and/or Fax: �C„-�.,��, a, plt,r.��r�tst•..� ��. ��..�. PROJECT INFORMATION: Descri tion of ro�ect: ! �% E'= �-�-' ' f �-r�'''��-- 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply New Construction � Single 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 also require ❑Commercial ❑ Storage MCWD review&permits. ❑Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Other: (speCify) ❑Other(speCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ /,SSo,�ao � Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) , � ��-- i a. Length(ft.)= J U 2 1�/¢ Number of bedrooms= 3 2. Occupancy: � � S '' b.Width(ft.)= �� / Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= 3 c. Basement= 3 a a� Detached= 4. Type of Construction: ��/ _i d. 1St Story = �-S3 J �m�� //� e. 2"d Story= � ��,� 5. Code Edition: �-47 , f. '/2 Story = g. Total Area= "�4'�� REGIUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Encfosed A Iicable ❑ ❑ Buildin Permit Escrow A reement and Fees � ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8 Yz x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve -2 full size,to scale meetin ALL surve re uirements � ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the even�,tfi�at weather or other conditlons prevent the completlon of an as-buflt survey at the time the Certificate of Occupancy Is requested, a temporary Certlficate of Occupancy may be Issued upon recelpt of a$10,000 escrow to ensure compl tlon of the as-bullt survey and all slte improvements. 9� ApplicanYs Signature: _ Date: .�V�%� n�'" 2�� -_ Owner's Signature: Date: Last Updated: January 2016 Builder Acknowledgement Form Permit #2017-00425 / 1700 Bohns Point Road Builder Re resentative Name: Ifi�-�� • �V t��'� r -- 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 `,�q-� inspection. Y 4� 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 I/'�'� / and repair of roadways for any adverse impacts. � Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations � 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 ��I � Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. 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 �j�\" ` approved rp ior to construction. w:\street files\bohns pt rd\1700\builder acknowledgement 2017-00425.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ��Ov �� T Ql�T ��!A Permit No.: �•V� 1 " �2� Description of work: ��CJI/V �V�,�t�.�' Date Rec'd: �Z�� Septic review by: .�.,�C/vv� �{-- �,b� Date Approved: �"—' Zoning review by: � Date Approved: c/ ��'� Building review by: � Date Approved: C ( Grading review by: � � Date Approved: �"1..�� Zoning District: �.. '� Zoning File#: 'JO � ' (olL9t- Z• L �i� Resolution? Yes Reso#: ltl0 Reso Date: •2.8• Signed: Yes No Resolution/NA Zoning: Lot Area: Z?Z�� SF AC Width: Structurai Coverage: �SF �P•7 5 % Survey Submitted: �es G No Date of Survey: �� '� 1 Revised date(�l: Landscape plan submitted? �es Landscaper: 0 No/None proposed Pro osed Setbacks: �� 2 '�?` ��a �' Fr t(Lake) R r(Street) (ON S E W ) ( N � E W ) Other Buildings Wetland Side �de `15 � 2 / �/ Buildins� Hei�ht Analvsis: Distance Between First Floor and defined Top of � � 2� Roof See "buildin hei ht" definition : a First Floor Elevation from buildin lans : (b) �'(p2,p Highest Existing ground level (per survey) or 10' �� I 0 above lowest round level, whichever is lower: Difference between b and c : (d) Defined Buildin Hei ht a - d : �e� Z-T Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? Permit Number: ' .. 0 Yes �No G N/A � Yes Yes O No No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s Z7•Z O Yes � No G Yes �0'1Vo �2 3 4 5 � pe(s):A Type(s): � ho S� It�trd�' �- Updated: Odober 2016 `�' � / v:\forms�plan review checklist 10-2016.docx , � i , � - Fees to be Char ed. � Y�S = NO , , ,.. . ` �2` T 7 M f� b�` r,��a � � � � � • ' Plan Review " � ` �, a�.' S i ri,' a � r � ,. H. , , � �. � :� -.-�.� n-, _, .ti�, �r. ., ,. . A . . -:,. -- ;"` Investigation Fee i'. '�:x �'�p� k k . �. Other(specify) �/� S uare Foota e $ er S uare Foota e Basement X = $ 1� Floor X = $ 2nd FIoOP X = $ : ' Garage X ; � • � �� . . ' •_• $ Estimated Constr4ction Value: , v.J`�'` �`�' � � Orono Inspections•R�quired Work Requiring Separate Permits Footing G Site . , Plumbing � Grading/Filling � Poured Waii Silt Fence/Erosion Control Mechanical Fire Foundation Survey • O Hardcover Removal, Fireplace Water Connection � Framing� G Other(specify) � Masonry Sewer Connect�on '�Waterproofing/Drain tile �Mfg. � 0 Lawn Irrigation � Foundation Waterproofing � Other(specify) 0 Landscaping Framing � Insulation As-Built Survey Final Lathe Required State Permits � Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: G See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardco�er,calculations must be submitted and approved. '.{, , � , • Updated: Odober 2016 ' ' • v:\forms�plan review checklist 10-2016.docx Christine Mattson From: Melanie Curtis Sent: Monday, May 22, 2017 10:43 AM To: 'Lincoln Danforth'; 'sven@stonewood.com' Cc: Roger Peitso; Christine Mattson Subject: RE: Santrach walls 1700 Bohn's point road Attachments: Building Permit Application for New Structures_Application ONLY 2016.pdf; 2017 Building Permit Fees - Last Updated 11-17-15.pdf Hi Lincoln Thanks for the engineering. Attached is the building permit application. Please complete and submit. 2017 Building Permit Fees (Last Updated 11-17-15) "NOTE: THESE FEES ARE NOT EXACT, SO DON'T SEND A CHECK BASED ON THIS SCHEDULE! Valuation Permit Surcharge Plan Review Total a�� ..�. ';��;; � '�715.92 � "'�� "`" 4�i.�5' �,� '�� Technically the permit will be issued after the fact. The permit fee is to be doubled [$715.92 x 2 = $1431.84]. The total permit cost will be $1431.84 + 25.00 + 465.35 = $1,922.19 Melanie Curtis "�"952.249.4627 �mcurtis@ci.orono.mn.us From: Lincoln Danforth [mailto:lincoln@yardscapesinc.com] Sent:Thursday, May 18, 2017 1:35 PM To:sven@stonewood.com; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject:Santrach walls 1700 Bohn's point road Hello, here is the needed engineering. Melanie please take it easy on me! I'll come in tomorrow for permit. Value of work is $SOk. Thanks Lincoln Lincoln Danforth YardscapesInc.com 612-363-5789 Sent from my iPad i Christine Mattson From: Melanie Curtis Sent: Thursday, May 18, 2017 8:42 AM To: Christine Mattson Subject: FW: 1700 Bohns Point Road/#12017-00425 Attachments: Temp04525[6].PDF He will bring in printed copies. Trees are OK Lincoln needs an after the fact permit for the in-kind lakeside wall replacements and he will apply for it - with engineered plans. Wall on common lot line will have neighbor consent. Melanie Curtis "�"952.249.4627 �mcurtis@ci.orono.mn.us From:Gustafson,Sven [mailto:Sven@stonewood.com] Sent:Wednesday, May 17, 2017 2:22 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: 'psantrach@yadasystems.com'<psantrach@yadasystems.com>; 'yardscapes@yardscapesinc.com' <yardscapes@yardscapesinc.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; Lincoln Danforth <lincoln@yardscapesinc.com>; Mark Gronberg<markg@gronbergassoc.com>; Melanie Curtis <MCurtis@ci.orono.mn.us> Subject: Re: 1700 Bohns Point Road/#12017-00425 Christine— I have attached a revised survey for this project. It is coordinated with the landscape plan that you already have. Do you need printed copies delivered? You found the permit for a removal of two trees from last fall (Silver Maple and Buckthorn) and the landscape plan shows the planting of two replacement trees within 75' of the OHWL. I expect we are good on this point. As previously mentioned,the landscape plan and survey do not match. The landscape plan identifies new walls and stairs where the survey shows existing walls and stairs to remain. Revised and now matches. I expect we are good on this point. • The survey depicts the stairs at 60" wide and the landscape plan depicts the stairs at 48"' wide with a boulder support/retaining wall on each side. If retaining walls are being proposed with new the stairs which exceed tread height a variance will be required. Please provide a cross-section for review. Also, any expansion of non-permitted hardcover within 75' of the OWHL may require variance approval. • The existing lakeshore retaining walls can be re-built in-kind; however, engineered plans may be necessary. Walls/hardscape constructed in conjunction with a building permit do not need a separate Zoning Permit. This work was done by the owner/ landscaper last year after conversations with Melanie. Please let us know what we need to do at this point.. i • Silt fence location must be relocated to accommodate proposed work within 75' of OHWL. The MCWD permit should be amended to include the proposed lakeshore changes. Revised. I expect we are good on this point. • Are the retaining walls on the south side of the property being replaced? Since the walls are over and/or near the adjacent property line, we recommending coordination with the property owners of 1720 Bohns Point Road. Coordinated with neighbor and will be replaced in-kind,with boulder vs. existing concrete. I think this addresses all of your questions. Please let me know if more explanation or revision? Thanks, Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Christine Mattson <CMattson@ci.orono.mn.us> Date:Tuesday, May 16, 2017 at 9:26 AM To:Sven Gustafson <Sven@stonewood.com> Cc: "'psantrach@yadasystems.com"' <psantrach@vadasvstems.com>, "'yardscapes@yardscapesinc.com"' <vardscapes@vardscapesinc.com>, Roger Peitso<rpeitso@ci.orono.mn.us>, Lincoln Danforth <lincoln@yardscapesinc.com>, Mark Gronberg<mark�@�ronber�assoc.com>, Melanie Curtis <MCurtis@ci.orono.mn.us> Subject: RE: 1700 Bohns Point Road /#12017-00425 Good Morning Sven, I found the permit for a removal of two trees from last fall (Silver Maple and Buckthorn) and the landscape plan shows the planting of two replacement trees within 75' of the OHWL. As previously mentioned, the landscape plan and survey do not match. The landscape plan identifies new walls and stairs where the survey shows existing walls and stairs to remain. • The survey depicts the stairs at 60" wide and the landscape plan depicts the stairs at 48"' wide with a boulder support/retaining wall on each side. If retaining walls are being proposed with new the stairs which exceed tread height a variance will be required. Please provide a cross-section for review. Also, any expansion of non-permitted hardcover within 75' of the OWHL may require variance approval. 2 • The existing lakeshore retaining walls can be re-built in-kind; however, engineered plans may be necessary. Walls/hardscape constructed in conjunction with a building permit do not need a separate Zoning Permit. • Silt fence location must be relocated to accommodate proposed work within 75' of OHWL. The MCWD permit should be amended to include the proposed lakeshore changes. • Are the retaining walls on the south side of the property being replaced? Since the walls are over and/or near the adjacent property line, we recommending coordination with the property owners of 1720 Bohns Point Road. Please don't hesitate to contact me with any additional questions. Christine^' From: Gustafson, Sven [mailto:5ven@stonewood.com] Sent: Friday, May 12, 2017 1:22 PM To: Christine Mattson <CMattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: 'psantrach@yadasystems.com' <psantrach@vadasvstems.com>; 'yardscapes@yardscapesinc.com' <vardscapes@yardscapesinc.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; Lincoln Danforth <lincoln@vardscapesinc.com>; Mark Gronberg<mark�@�ronber�assoc.com> Subject: Re: 1700 Bohns Point Road /#12017-00425 Christine— Can you please connect with Melanie on some of this? Per Lincoln at Yardscapes, "Melanie knows about the trees. I met with her and their engineer on site last year. We had permission to take them but had to get a replacement plan in place which they have. They also thought replacing the block wall with the stone within the same footprint was fine but did say I would need to get engineering. I don't recall them saying I needed a permit." We'll make the other adjustments that you had noted. I'll drop new sets on plans today. Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com 3 From: Christine Mattson <CMattson@ci.orono.mn.us> Date:Thursday, May 11, 2017 at 1:32 PM To:Sven Gustafson <Sven@stonewood.com> Cc: "'psantrach@yadasystems.com"' <psantrach@yadasystems.com>, "'yardscapes@yardscapesinc.com"' <yardscapes@vardscapesinc.com>, Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 1700 Bohns Point Road /#12017-00425 Sven, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356 (physical address) PO Box 66 � Crystal Bay I MN I 55323-0066 (mailing address) '� 952.249.4620 � g 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm / Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29, 2017(Memorial DayJ 4 Christine Mattson From: Christine Mattson Sent: Tuesday, May 16, 2017 926 AM To: 'Gustafson, Sven' Cc: 'psantrach@yadasystems.com'; 'yardscapes@yardscapesinc.com'; Roger Peitso; Lincoln Danforth; Mark Gronberg; Melanie Curtis Subject: RE: 1700 Bohns Point Road/#12017-00425 Good Morning Sven, I found the permit for a removal of two trees from last fall (Silver Maple and Buckthorn)and the landscape plan shows the planting of two replacement trees within 75' of the OHWL. As previously mentioned, the landscape plan and survey do not match. The landscape plan identifies new walls and stairs where the survey shows existing walls and stairs to remain. • The survey depicts the stairs at 60" wide and the landscape plan depicts the stairs at 48"'wide with a boulder support/retaining wall on each side. If retaining walls are being proposed with new the stairs which exceed tread height a variance will be required. Please provide a cross-section for review. Also, any expansion of non- permitted hardcover within 75' of the OWHL may require variance approval. • The existing lakeshore retaining walls can be re-built in-kind; however, engineered plans may be necessary. Walls/hardscape constructed in conjunction with a building permit do not need a separate Zoning Permit. • Silt fence location must be relocated to accommodate proposed work within 75' of OHWL. The MCWD permit should be amended to include the proposed lakeshore changes. � Are the retaining walls on the south side of the property being replaced? Since the walls are over and/or near the adjacent property line,we recommending coordination with the property owners of 1720 Bohns Point Road. Please don't hesitate to contact me with any additional questions. Christine^' From:Gustafson, Sven [mailto:Sven@stonewood.com] Sent: Friday, May 12, 2017 1:22 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: 'psantrach@yadasystems.com'<psantrach@yadasystems.com>; 'yardscapes@yardscapesinc.com' <yardscapes@yardscapesinc.com>; Roger Peitso<rpeitso@ci.orono.mn.us>; Lincoln Danforth <lincoln@yardscapesinc.com>; Mark Gronberg<markg@gronbergassoc.com> Subject: Re: 1700 Bohns Point Road/#12017-00425 Christine— Can you please connect with Melanie on some of this? Per Lincoln at Yardscapes, "Melanie knows about the trees. I met with her and their engineer on site last year. We had permission to take them but had to get a replacement plan in � place which they have. They also thought replacing the block wall with the stone within the same footprint was fine but did say I would need to get engineering. I don't recall them saying I needed a permit." We'll make the other adjustments that you had noted. I'll drop new sets on plans today. Sve n J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From:Christine Mattson<CMattson@ci.orono.mn.us> Date:Thursday, May 11, 2017 at 1:32 PM To:Sven Gustafson <Sven@stonewood.com> Cc: "'psantrach@yadasystems.com"'<psantrach@yadasvstems.com>, "'yardscapes@yardscapesinc.com"' <vardscapes@vardscapesinc.com>, Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 1700 Bohns Point Road/#12017-00425 Sven, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical address) PO Box 66 � Crystal Bay � MN I 55323-0066 (mailing address) '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29,2017(Memorial DayJ 2 Christine Mattson From: Christine Mattson Sent: Thursday, May 11, 2017 1:32 PM To: 'Gustafson, Sven' Cc: 'psantrach@yadasystems.com'; 'yardscapes@yardscapesinc.com'; Roger Peitso Subject: 1700 Bohns Point Road/#12017-00425 Attachments: letter.pdf;Zoning Permit Application May 2015.pdf Sve n, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN I 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing address) '� 952.249.4620 � g 952.249.4616 � cmattson@ci.orono.mn.us � �C] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29, 2017(Memorial DayJ i �o�o C ITY OF ORONO � � Street Address: I Mailing Address: Telephone(952)249-4600 �, Gti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 l,y s�, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFsxo� May 11,2017 Sven Gustafson Stonewood, LLC 153 Lake Street E Wayzata, MN 55391 Re: Building Permit Application#2017-00425 1700 Bohns Point Road On April 28, 2017 the City received a building permit application for a new 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 and landscape plan contradict. � a. The grading plan used for the variance apptication depicts the existing retaining walls along the lakeshore as "to remain" and the landscaping plan submitted with the building permit application C� depicts them as being replaced by stone. Provide clarification. b. The landscaping plan depicts a stone wall on the north end of the home where none is depicted on �(� � the grading plan. Provide clarification. ` c. If the plan is to replace the retaining walls along the lake shore the sediment/erosion control plan �� should be adjusted accordingly. Have the survey updated accordingly. Please note: If the retaining walls are being replaced and if they are over 4 feet in height as some appear to be then engineered plans are required.The City Survey standards require retaining walls top of wall and bottom of wall elevations to be called out. 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 lower wall. �Top of Foundation. The top of foundation elevation is NOT shown on the survey. Please have the (��surveyor call out the top of foundation elevation as well as show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the location to be consistent when submitting the foundation as-built. e. The bottom 1'/:inches of one of the survey's missing. f. Please provide two copies of an updated,full-size certificate of survey which matches the landscape plan for our review. 2. Landscape Plan. A landscape plan was submitted, however: a. The bottom 1%inches of information missing. b. Trees are shown to be replaced within 75'of the OHWL. Are the trees being removed dead, diseased or dying? A Zoning Permit is required for tree removal with 75' of the OWHL. A copy of the Zoning Permit is attached. c. The landscape plan does not coincide with survey. Please coordinate and resubmit. Structural Plans. Only one set of structural plans submitted. Please submit another full set of structural plans. May 11,2017 1700 Bohns Point Road Page 2 of 2 . Building Plans. The bottom 1%2 inches of the building pians are missing information. Please submit two fu�l- size copies for our review. 5. Minnehaha Creek Watershed District (MCWD). An Erosion Control Permit Number 16-439 was issued on 8/12/2016. Please be advised the permit is good for one year and will need to be renewed for the expiration date of 8/12/2017. The Minnehaha Creek Watershed District's (MCWDs) can be reached directly at 952-471- 0590. Please feel free to contact me at 952.249.4620 or by email at cmattson�a ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � �r'u��//� Christine Mattson Planning Assistant c via email Sven Gustafson Peter&Melissa Santrach Lincoln Danforth Roger Peitso, Building Official enclosu re Christine Mattson From: Adam Edwards Sent: Thursday, May 04, 2017 2:56 PM To: Christine Mattson Subject: RE: 1700 Bohns Point Road/#2017-00425 Chris, I've reviewed the subject grading plan and offer the following comments: 1. The landscaping plan and grading plan contradict on another. The two plans should correspond. a. The grading plan depicts the existing retaining walls along the lakeshore as"to remain"the landscaping plan depicts them as being replaced by stone. b. The landscaping plan depicts a stone walls on the north end of the home where none are depicted on the grading plan. 2. If the retaining walls are being replaced and if they are over 4 feet in height as some appear to be then engineered plans are required. The City Survey standards require retaining walls top of wall and bottom of wall elevations to be called out. 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 lower wall. 3. If the plan is to replace the retaining walls along the lake shore the sediment/erosion control plan should be adjusted accordingly. Adam From:Christine Mattson Sent:Wednesday, May 03, 2017 12:37 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 1700 Bohns Point Road/#2017-00425 We received a building permit application for a new house at 1700 Bohns Point Road. The property received variances for average lakeshore setback, hardcover and structural coverage. Things to note: • Building plans, surveys and landscape plans are all having printing cut off on the bottom. • Only one set of structural plans received Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN ; 55356(physical address) i PO Box 66 � Crystal Bay i MN j 55323-0066 (mailing addressJ '� 952.249.4620 ; g 952.249.4616 � cmattson@ci.orono.mn.us , �', www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29,2017(Memorial Day) 2 i ;; ..: . ,,��,�r� s�� . �."��; > 8 2011 City of Orono � �o�vo Hardcover Calculation Worksheet C�y,� ;�� Ro�o a , Property Address: /?a� �O��J �'7': �?0.(Q �S'Arv�,�a rN� _,. . `�x.,�o�t Prepared by: GR 0�8FR'� � 11f O c s�'�'�`,,�. �.T�f; Date: .? r.�--��;--��''�`y5f� 'S'-�o-i7 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier? Tier 3 Tier 4 Tier 5 Step 2: ROPOSED HARDCOVER 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 thaf 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 oy letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet Exam Gara e 24'x 30' 20 S.F. A �e � S S.F. B OAj T ir yt S.F. C � i� '.5 S.F. D i� 1 S.F. E S.F. F rV - `2 eaA/ S.F. G i 3 S.F. H /��A r.� � t r S.F. � t /. S.F. J F � rK' S.F. K 4 C B !Z S.F. � S.F. � S.F. N � S.F. 0 S.F. P S.F. Q ' S.F. R S.F. 5 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 Pr ed Herdc�ver S.F. Exclurdable Hardcover See C Code Sec 78-1684: c �7" ' c / S.F. S.F. S.F. ' S.F. S.F. • 2 Total Excludable Hardc�over �4y S.F. 3 Net Pr Hardcov�er Subtract line 2 from line 1 S.F. 4 Total Lot Area 2 7, 2�O ,z 7 !Q S.F. Proposed Hardcover Percentage [(3)�(4)] ,2 7 �� % S u.0 � C�u Th►s is an information packet nsgerol/ny HarUcover. Every efhort has been made to inswe the accuracy o/the!n/ormation conteined herein;however,if any rnformadon!s not oonsistent with provfslons of the Gty Code,the Code pruvisions w�7!preva�. Page 9 of 9 , i, _._s��,��i� �f$ ��. . ,,a'��'� �;�,!� ) � �0 17 , City of Orono �No Hardcover Calculation Worksheet ��g a�- ,�� Ro�o �, ` Property Address: ��QQ �p�,N J ��. R o,�a �TAlv�r°,�,�t'H� _� '�RESHOF�' Prepared by: Date: � ,� � GR o�v�'f,f c � 11�D c ��rS�- �T�— � �'�-'-i��- �'-io-�7 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2:�ROPOSED HARDCO� In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certifica4e of Survey (survey must aocompany 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 Qy letter which are split at the 75' setback fine and calculate hardcover square footage se aratel for each ortion. Key to Hardcaver Item(Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30' 720 S.F. p+ 0 S� S.F. B 4'A/ f'� �� ;�' � S.F. C � �r 3 S.F. D i� 1 S.F. E S.F. F 4s - `'Z AN S.F. G i S S.F. H /��wrr� . � � r S.F. � I /. S.F. J � " �15' S.F. K 4 O P !Z S,F. L S.F. N1 S.F. N ' S.F. O S.F. P 5.F. Q ' S.F. R S.F. S S.F. T S.F. U S.F. v S.F. H► � S.F. x S.F. Y S.F. Z S.F. 1 Total P ed Herdcover S.F. Excludable Hardcover Sae C Code 3ec 78-1684: c .•7 e / S.F. S.F. S.F. ' S.F. S.F. • 2 Total Excludable Hardcover �4 S.F. 3 Net P Hardco�ner Subtract line 2 from line 1 S.F. 4 Total Lot Area 2�. 2�O 2? %O� S.F. Proposed Hardcover Percentage [(3)+(4)] ;2� ��°� Thls is en information packet regertilrrg Hardcover. Every effo�t has been made to lnsuro ihe accurecy ot the lnformation contained herein;however,il any infamadon!s noi oonsistertf with provtsfons of the Cfty Co�,fhe Code provislons wf11 prevar7. Pa�9 of 9 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. Completed Application �,� Plan Review Fee Paid t�� ". i ��,,�� `� .�- 1;�-�� !( � Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 �� J Certificate of Survey (to scale) showing the proposed project & � t� meeting all requirements x2 � r/� Hardcover Calculations (if applicable) � I�' .�c.�"" I am aware that Orono will not issue a building permit without a C�� copy of MCWD permits (or documentation from the MCWD stating the pro ed project does not trigger their permitting requ' ents). I will contact the MCWD at 952-471-0590 r r ng this project. Signed by: Address: �-�o� ��Ns P� � �� Permit #: �'j�-Z _ (;;�;+..�� Last Updated: January 2016 �i.r,��i::,p�,�ti�J Y:,..,�:��_� ''��' � � 2017 a ��,� �� e � CITY OF 0��^3� WATER RESOURCE PERMIT APPLICATION FORM Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed project or work which may fall within their jurisdiction.Fill out this form completely and submit with your site plan,maps,etc.to the MCWD at: 15320 Minnetonka Blvd.Minnetonka,MN 55345. Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK. 1.Name of each property owner: Peter and Melissa Santrach Mailing Address: 222 Hennepin Ave#407 C�ty; Minneapolis State: MN Zip: 55401 Email Address: santrachp@yadasystems.com Phone: Fax: 2. Property Owner Representative Information (not required) (licensed contractor, architect, engineer,etc...) Business Name: Stonewood, LLC Representative Name: Nate Mitchell Business Address: �53 Lake St East C�ty; Wayzata State: MN Zip: 55391 Email Address: nateQstonewood.com Phone: 612-251-9713 F�: 3. Project Address: 1700 Bohn's Point Rd Cit Orono Y� State: MN Zip: 5�91 Qtr Section(s): Section(s): Township(s): Range(s): Lot: 3 Block: Subdivision: Auditor's Subdivision No. 349 pID; 16-117-23-22-003 4. Size of project parcel (square feet or acres): 27,201 sq ft Area of disturbance (square feet): �, Optl Volume of excavation/fill (cubic yards): Zh� Area of existing impervious surface: Area of proposed impervious surface: 7401 Length of shoreline affected (feet):32U Waterbody(&bay if applicable): Lake Minnetonka, Crystal Bay 5. Type of permit being applied for(Check all that apply): � EROSION CONTROL ❑ WATERBODY CROSSINGS/STRUCTURES ❑ FLOODPLAIN ALTERATION ❑ STORMWATER MANAGEMENT ❑ WETLAND PROTECTION ❑ APPROPRIATIONS ❑ DREDGING ❑ ILLICIT DISCHARGE ❑ SHORELINE/STREAMBANK STABILIZATION 6. Project purpose(Check all that apply): � SINGLE FAMILY HOME ❑ MULTI FAMILY RESIDENTIAL(apartments) ❑ ROAD CONSTRUCTION ❑ COMMERCIAL or INSTITUTIONAL ❑ UTILITIES ❑ SUBDIVISIONS (include number of lots) ❑ DREDGING ❑ LANDSCAPING(pools,berms,etc.) ❑ SHORELINE/STREAMBANK STABILIZATION O OTHER(DESCRIBE): 7.NPDES/SDS General Stormwater Permit Number(if applicable): 8. Waterbody receiving runoff from site:Lake Minnetonka 9. Project Timeline: Start Date: Completion Date: Permits have been applied for: City �County �MN Pollution Control Agency �DNR �COE � Permits have been received: City—0 County—�MN Pollution Control Agency�DNR�COE—� By signing below, I hereby request a pernut to authorize the activities described herein.I certify that I am familiaz with MCWD Rules and that the proposed activity will be conducted in compliance with these Rules.I am familiar with the information contained in this application and,to the best of my knowledge and belief,all information is true,complete and accurate. I understand that proceeding with work before all required authorizations are obtained may be subject to federal,state and/or local administrative,civ' or criminal penalties. �- � �� zs. i�- S gnature of Each erty Owner Date Revised 7/15/13 Page 1 of 1 Q , :C 1 N N fRS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651779-7700 FAX 651779-7114 www.criterium-schimnowski.com November 11, 2016 Lincoln Danforth Yardscapes, Inc. 8609 Harriet Avenue South Bloomington, MN 55420 RE: Granite Cube Retaining Wall Design 1700 Bohns Point Road Orono, Minnesota Project#16-2465 Dear Mr. Danforth: This letter includes important details regarding the attached design for the granite stone retaining wall typical engineered sections at the above location. This design is based on a wall layout plan provided by you on October 10, 2016.Additional information requested by Criterium-Schimnowski Engineers but not available includes: geotechnical site survey and soil data. The attached typical section(s)should be referenced for construction details. Special note should be made ot the wall embedment depth and the geosynthetic fabric(geogrid) length as measured from the front face of the wall if applicable. Refer to industry standard practice references for installation information, specifications, and details. - Stones shall be placed to avoid continuous joint planes in vertical directions. - Each stone shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4"to 1.5" crushed stone The design of the wall system is specific to the following parameters: • Location: Replacement of existing tiered retaining walls at shoreline • Exposed height: 5 feet, max. single height wall; 10 feet max. 2-tiered wall • Minimum embedment depth=6", as noted • Soil conditions: SilUClay, friction angle=28.0 degrees, unit weight of 125.0 Ib/ft3 • Allowable soil bearing capacity=2,000 psf • Surcharge loads behind the wall: None • Slope at top of upper wall: 10:1 • Slope between upper and lower wall: 10:1 • Slope at bottom of lower wall: 5:1 • Boulder sizes: Granite rectangular boulders(10"H, 18"W, 24"D, typical minimum dimensions) • Geosynthetic Reinforcement Fabric Type: None required • Drainage pipe: Required LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVElfRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN 8�EVALUATIONS 1700 Bohns Point Road, Orono, Minnesota � November 11, 2016 Page 2 of 4 This wall system has not been designed for ground water surcharge loads. Direct all surface drainage away from the wall. Methods to do so include but are not limited to the following: drainage swale, site grading, retention ponds, etc. Details of water control are left to the wall contractor. Please contact Criterium-Schimnowski to provide additional site assessment services if desired. The wall design was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls° (DMSRV1n published by NCMA in 2009. If soil conditions, proposed wall layouts, or any other design parameters vary from those stated above, contact me for a revised design. Please call me if you have any questions or need more information. Thank you. Sincerely, ��, _.�. � � _ Paul Schimnowski, PE MN #40126 CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 1700 Bohns Point Road, Orono, Minnesota � November 11, 2016 Page 3 of 4 DESIGN PARAMETERS AND PROVISIONS DESIGN PROVISIONS: 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS AS THEY ARE INTEGRAL TO THIS PLAN 2. TI�DESIGN OF THIS RETAINING WALL SYSTEM WAS BASED UPON THE EFFECTIVE STRENGTH PARAMETERS SHOWN ON TI�"SOIL VALLTES"TABLE.UNLESS OTHEWISE NOT'ED,NO FORMAL SOIL INFORMATION WAS PROVIDED BY TI�OWNER OR OWNER'S REPRESENTATIVE.IF SOIL CONDITIONS VARY AT TIIV1E OF CONSTRUCTION,WALL ENGINEER MUST BE CONTACTED TO DETERMINE IF A REVISED DESIGN IS NEEDED. 3. TI-�WALL DESIGN WAS BASED ON TI�INFORMATION NOTED IN TI�LETTER ABOVE. 4. REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 5. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERNIISSION OF CRITERILTM-SCHIMNOWSKI ENGINEERS. 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALL(S).UNLESS OTI�RWISE NOTED,TI�WALL(S)HAS NOT BEEN DESIGNED FOR HYDROSTATIC SURCHARGE LOADING. 7. TI�WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN'THE THIRD EDITION OF TI�"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS"PUBLISHED BY NCMA. DESIGN LIMITATIONS: 1. TI�INFORMATION PROVIDED WITHIN TF-�SE DOCUMENTS IS FOR'TI�STRUCTURAL DESIGN OF TI-�E PROPOSED RETAINING WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS,GUARDRAILS,OR OTI�R LIFE/SAFETY ISSUES ARE EXCLUDED FROM T'I�SE DOCUMENTS AND ARE TO BE PROVIDED BY OTI�RS. 2. SITE LAYOUT AND GRADING DESIGN ARE NOT INCLUDED IN WALL DESIGN SERVICES.THOSE SERVICE ARE TI�RESPONSIBILITY OF TI�SITE CIVIL ENGINEER. 3. INTERNAL COMPOUND STABILITY(ICS)HAS BEEN CALCULATED FOR THIS PROJECT BY CRITERIUM.HOWEVER,ICS IS NOT A SUBSTITUTE FOR A GLOBAL STABILITY ANALYSIS WHICH SHOULD BE PERFORMED BY A QUALIFIED GEOTEC�INICAL ENGINEER.ADDITIONAL SUBSURFACE EXPLORATION MAY BE REQUIRED. SUGGESTED QUALITY ASSURANCE REQUIREMENTS: 1. A QUALIFIED ENGINEER OR TECHTTICIAN SHALL SUPERVISE TI�WALL CONSTRUCTION TO VERIFY SITE SOIL CONDITIONS. IF TI�PROJECT GEOTECHI�TICAL ENGINEER DOES NOT PERFORM THIS WORK,A QUALIFIED GEOTEC�INICAL ENGINEER/TECI�TICIAN SHALL BE HIRED TO ASSURE TI�RETAIIVING WALL IS CONSTRUCT`ED WITH PROPER SOIL PARAMETERS. 2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO VERIFY TI�SUITABILITY OF DESIGN ASSUMPTIONS MADE BY CRITERIUM. 3. WALL EXCAVATION AND SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS.TI� GEOTEC�INICAL ENGINEER SHALL DETERMINE ADDITIONAL DRAINAGE PROVISIONS TO BE INCORORATED INTO TI�WALL DESIGN. 4. TF-�E WALL DESIGN ENGINEER SHALL BE HIRED TO PERFORM A PRE-CONSTRUCTION SITE VISIT. 5. TI�WALL DESIGN ENGINEER CAN BE HIRED FOR CONSTRUCTION OBSERVATION SERVICES. 6. THE WALL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL FOR TI-� CONSTRUCTION OF THE WALL IN ACCORDANCE WITH CONTRACT REQUIREMENTS. 7. SEE PROJECT CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON TI-IE SCOPE OF WORK THAT WILL BE PROVIDED BY ALL PARTIES. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 1700 Bohns Point Road, Orono, Minnesota November 11, 2016 Page 4 of 4 TERMS AND CONDITIONS This WALL DESIGN and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are pertormed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee,express or implied, is made. 2.Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project,and that ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods,techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS:All reports, field data,field notes, calculations, estimates and other documents ('reports')prepared by Engineer,as instruments of service, shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services perFormed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5.TERMINATION: This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate, assign,sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 6. To the fullest extent permitted by law, Client and ENGINEER(1)waive against each other, and the other's employees, officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2)agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and(3)if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE DESIGN OF THIS PROJECT FRICTION ANGLE UNIT WEIGHT TYPE OF SOiL (DEGREES) (Ib/ft�3) STRUCTURAL BACKFILL 28 �25 LOW PERMEABILITY SOIL RETAINED BACKFILL 28 125 6" DEEP FOUNDATION SOIL 28 125 CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER LEffER. �'^ ��\/\\/12 INCHES (MIN) OF FREE � DRAINING 3/4" AGGREGATE GRANITE BOULDER MINIMUM DIMENSIONS: - 10" HIGH, 24' DEEP, 18" LONG SETBACK I INCH MINIMUM PER COURSE 5' MAX. REINFORCED BACKFILL COMPACTED 9596 OF MAXIMUM :., j//��j\\��j��,// STANDARD PROCTOR DENSITY �� 6" MIN. EMBEDMENT � I I- /� ��/�\/. I /� 4" DIAMETER DRAINTILE � �— I = — — OUTLET 40' ON-CENTER, MIN. ��t1��t�ftfj � �—I I (—I I I— GRANULAR LEVEING PAD `�,��11�'�� *. �'�� ,�-` 6" THICK, MIN. ` �� -':� � , (OPTIONAL) GRANITE TIERED RETAINING WALL ' � �"°''''��R�� *� � TYPICAL CROSS SECTION � � �� ' *� . . ;�, � .,.��.,�•. ��Q� �'` W I (NOT TO SCALE) ��'�� +�` 'j��il1N�l��a`°° Designed By� PR❑JECT NAME/ 1700 B�HNS P❑INT R❑AD / ❑R�N❑, MINNES❑TA Date� PDS L❑CATION� 11/11/2016 Checked By� CLIENT: YARDSCAPES,INC. Pro,ject No� PDS CRITERIUM-SCHIMNOWSKI ENGINEERS g609 HARRIET AVENUE SOUTH 16-2465 � 161 DUNBAR WAY PHONE:651.779.7700 BLOOMINGTON MN 55420 SCCil2� MAHTOMEDI,MN 55115 FAX:65L779.7114 � Drawing NnMe� AS N❑TED pschimno@criterium-schimnowski.com PHONE: 952-887-2794 5 FT, B❑ULDER WALL LOW PERMEABILITY SOIL 6' DEEP � ' �\��\// ......... .'L:".' a'e.^L :.4'S S;.: SOIL VALUES USED IN THE ..�;�;:;�:�;, DESIGN OF THIS PROJECT :�?;`:;: FRICTION ANG UN G -- iYPE Of SOIL (DEGREES) (Ib/fY'3) 5' MAX. STRUCTURAL BACKFlLL 28 125 REfAINED BACKFlLL 28 125 FOUNDATION SOIL 28 125 CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER '� REINFORCED BACKFILL ��R' '',� '�_� COMPACTED 95% OF MAXIMUM S' MIN. �*`�"��:;;;: STANDARD PROCTOR DENSITY �. '. ��/�\�� . : • :...,:., :. _ -}:,.:,.. "`''�'� 12 INCHES (MIN) OF FREE GRANITE CUBES '''{`}� DRAINING 3/4' AGGREGATE MINIMUM DIMENSIONS: 't;�':•? •� 8' HIGH, 24" DEEP, 18" LONG ;�'��' SETBACK I INCH MINIMUM PER _.__ __ COURSE (ACCENT UNITS CAN 5' MAX. � �:t�`;��. REINFORCED BACKFILL HAVE SMALLER DIMENSIONS) COMPACTED 95% OF MAXIMUM •'::!. STANDARD PROCTOR DENSITY :.,�`:�.rn .:i+. .:�,%� 6" MIN. EMBEDMENT t �J� � '%�.. `1�i1►tttlll��ej ! , �=I . „ , ., �T/�� `,��i�`Q,SCkIl� j ,r � _ ��/ 4' DIAMETER DRAINTILE ,4�,t� * ,(�/'d r,"" �— I = — — OUTLET 40' ON-CENTER, MIN. � -`.Ti s � �—I I I—I I I— GRANULAR LEVEING PAD $ . � 6' THICK, MIN. E��FE�R�'�y�� (OPTIONAL) � ; ,af� •� *� GRANITE TIERED RETAINING WALL %`'�'-. .'� •� � TYPICAL CROSS SECTION �''�,��qF�-��•_•',�'`°;�,•''� W I (NOT TO SCALE) j�l�rlll y��s��i Designed By� PROJECT NAME/ 1700 B�HNS POINT RDAD / ❑R❑N❑, MINNES�TA Date� PDS L❑CATI❑N� 11/11/2016 Checked By� CLIENT: YARDSCAPES, INC. Pro,Ject No� , PDS CRITERIUM-SCHIMNOWSKI ENGINEERS g609 HARRIET AVENUE SOUTH 16-2465 161 DLJNBAR WAY PHONE:651.779.7700 � Scale� Nta,i-iTONtEnt,MN 55115 FAX:651.779.7114 BLOOMINGTON, MN 55420 Drawing NaMe� A� N❑TED pschimno@criterium-schimnowski.com PHONE: 952-887-2794 TIERED GRANITE WALL Ld w � C�- � S�Q�.�,dz New Construction Energy Code Compfiance Certificate Per R4o1.3 Cert�icate.A w5ldetg cef�Cate sila!be Data GeaMieate Posted �� po�ed on orin Ure etecUtcai�u�on pznel. • �� e O Itino l)nit C; �� 1?v0 � • p. ,4. ro U}ame of Ra�idsn6al Confiractor MiJ License Number EFi�tlAL ENVELOPE - � RADON CQN'E'ROL SYS'iElYl / / Type:Chedc All That Appiy x Passive(No Fan) �$`� /� ��C'i' �^(G�[ I o � Ac�iYC(IA�h falt 8nd marar�terar �d�� " othersy�em mon�d�rnce) m � � � � (w tuture location of Fan: `D 3 = e� � a m � � ac�. � � a U � � � ¢ L�:t m m � p t > _ � � � �. c � InsulaSon Location �� m� � C3 0 "� y� — o ' � � � � � � � � r� Z u- a �i ii � � � Otl�et Please Descnbe Here Betotiv E�Slah Foundadon Wap Pedmetar of Sl�b a�C,rade Rim Joist 1st Ftoor) Rim J�s!2rxi F1oorF) Wall CeHiR9,flat : Ceiiing,vst8ted B 1Areidows oreantHevered e�iaas Floors over unc�n�tioned area Desaibe other ir�a[eas t�uihiing erevvelope air iighfness: Duct systerr�ai��ightnes:: �e tc3 Windov��Qoo�s Heatin or Coolfig Ducta Oulside Condttionad Spaces Avera e U-Factor ezcwdes hts end one ttoor)U: Not lica6le,ap ductc torated�� 5olar Hc?at Gsin Coe�t t�G�= R�value � � ke-up Air Sele�s Tj�pe AFP��m►►ces Heating System Domeslic WatPr Coottng b�rstem Heater Not r uired per medt cade ��e�r i�Iatut�t Eiec�ric �,,►e nnan�tacw,� Bryant Bryant P � �odei � S�19!R�(� �� oc�w w� ae�►�. o (o -�e: ma�c m ca�►r m o�,�m oa,�, �,« RatFng or�ize BIUS: Ga�ns Tons: � EtBden �� J� Lorstlon oE du or _ 1 Heating Loss H�ting Gain Coofing Load Residenfiai Load Caicutation �3 �� 0 6 3 1 33 g�p c��s "round O AAECHAN[GAL VENTtl.ATl�N SYS'tEM ,� esc e etly e on or CDm ed ng oT Coo ng ms n : ag.two maces or a r combustio Air Select a �urce heat pump xAth gas back-up fumace): � Not red per m code Setec[T e: ive Heat Reeover Ventifator(HR� Ca city in cEms: Lovr. ' h: (7 r,dascribe: Energy Re�over Venb'lator(ER1n Capac,ily in cfrns: Lovr. H' h: af duct or system: Baianced VentdaBon capacRy in dmr LOCaOo►1 of Tan(s),destirlbe: Salh-BGdm Panasonic 1r `,S = t/(9O c Fw+, cfm�s Caaac�v can6nuous venbiation r�t��n c�ms' /St� 'fOUnd duCIOR ` Total ven6{adon Cmtemtittr.n[+can�nuous)rate in cfiris .5 O "meial duct Builders Pasociaton of Minnesota varsion t01014 y�� New Canstrucfion Energy Code Compliance Certificage �"�'`"��1 Per R4o�.3 CeR�ple.A bu�dy� D'18��P�d �' 9�te sha6 be posled on or 6�Ne elec0icat�og�panel. • � � 2 � �0�7 / � lli ii'mu llnit C;�y pO " Ofor� • CITY OF ORONO N2me t3f Re.aider�al Coritractor �flTl License Number � _ -- j L EN1/EL P ' RADON CONTROL SYS'CEM / TYP�Chedc Ail That Hppiy x Passive(Nc Fan) �5 1�'1 � �-�.�7'/��ccU� w r�e�r,�n a�n(�a�mo�,+,afi�,i,,wor N C . �"•�'�V'aw��I�Q��IwwW YWI1rC� �� «�,t�r�,w��, of� m � � e a � Q3 � �� .� � � � +� a7 m � V � v� c m � � m m � � � �` Insuiation Loeation � � o` � � � � � � � �o � � � � � � z u. � a i � '� � Other Piease Descn'be Here Beiow E�rce Sia6 FounGedon Wall Perirt�ater�Slab a�Grade Rim J�st 1st Ff Rtm Jcfisf 2nd Aoort) . Wall CeiGn ,flat � CeiGng,vaulted 8a Wndaka orcardB�rered areas FlooB ov�� AesCribe Oth�i1�ad ec88S , Bulldlrsg envelape air iightn�ss: Duct system sir idgirtn�s: S'.�, windows�Doors eatin or cooimg Ducts outs�ae condftlon.a Spacas Average U-Fac3or ezt�rldes an0 one U: Not aN du�ts loca�ed in� Solar Heat Gain(�oeificient(SHGC): �� C Mak�-uP a� Se►ect e Type Appliancea He�ting Syatem DomesHc Water Cooling System Heater Plot tbred mech.Code �� Fue!r �a�Ul"d� EIE.'CNlC Passive M�,,,�a„� Bryant Bryant � P� ��d'L " ince�xea w�n�a,�t a� �toaei {p � �, o�c�e: m�nx� c�n o��a� oa�a�-�: Rati�9 ac Size BTUS: �C1 O GaBons Tons: 3 AF1i6 a' SEER �/ Lomtion of dixt or system: Etb ttsr+t�s �R a� Heating Loss H�ting Gair� Cooling Load f�,�,�.,� Residentia�Laad Cafculatiot� ��6S �N �S 3Qo�n ��5 Ya "tourtd duct OR t1A CHANfCAL VE{�dT(tr4T10N S1fS'fEM ^metai cNxt esC a1ry a n �b or o ng systems nste : e.g. o �°T 8� CombusSon Am Selsct a Type our�e heat pnmp with gas back up fumaca): Not requir�l p�mech.crode Se eCt T e: Passive Heat Recove;Venb'lator(HR Ca in dms: Lovr. �' Ffi te Ottiet,desui6e: Energy Recaver VentAatot(�Capad in cfma Lovr h: n or system Balancecl vem8ation capact►y in ctms: �oca�on ot tants�.aescr�t� eeu,-oorn�P�� =3 t� �++'s �a�aaEy con6nuous ventda�On r,t�in c6ns� ! I 5 °round duci OR ' TOmt Yet1h�13tion mtermitt�l[+o0tliitluou5)tdte in cfms: °metai dt�ct Buldefs Assoc3aton of M'vmpsota Versinn 1M0�4 Z�� •Directions-The Minnesota Fuel Gos Code method to caJculate to size of a reguired combustion oir openin�is called the Known Air Infiltration Rate Method. For nsw constrvttion,46 of step 4;s reQuirPd tn be ftlled ot�t. IFGC Appendix E,Worksheet E-i,1346.6012 Residential Combusiion Air Calculation MethOd (for Purnacn,Boilar,and/or Watl�Heater in the Same S a[8 Step 1:Complete vented combusdon appUance information. Fumace/Boiler. ��) 8�� Oraft Hood _Fan Assisted �ifEd VEnt Input: / orPowerVent WaterHeater: ��(,> g�/hr OrBft Hppd �Fan Assisted _,Direct Vent ��P�� or Power Vent Step 2:Gicutate the volume of the Combustion Applianoe Spate lCAS)[011t�iDing CAmbustion eppfiente5. • �� , � The CAS Indude5 21)Spates connated to one another by code compliant openings. CAS vollNi�E: �xWXH L W H pZIE� X. Step 3:Determine tir Changes per Hour(ACH)1 Oefault ACH values have been incorporated�r�to Table E-1 for us2 wtth MethOd 4b(KAIR MEthod). If the ear of construetlon or ACM is noi known,use mechod aa(Sesndard Method}. Step A:Determine Required VOIUme fo�Combusti0n Air.(DO NOT COUWY DIREGT VEN'i APPUANCEs) 4s.5tandard Method TotalBtu/hr input of ail mmbustion appliances Inputr Btu/hr Use Standard Method column tn Ta61e E 1 m flnd Total Required '�'R�- � Volume(i�RV) If CAS Volume(from Step 2);sgreot�i than TRV then n0 OUtdOOt OpLtIIfIQS 3�@�2EdEd. ff CA5 volume(trom 5cep 2}fs lass then Tttv chen go co srEa s. 4b.Known Air Infiltration Rate(KAIR1 Method(DO NOT COUNT DIRECi YEfVT APPLIANCES) Tocsl atu/t+r�npu�of a11 fan-ascisad snd power vQr�t appliances inptd:�8tu/hr Use Fan-Assis[ed Appiiances column fn Table E-i to flnd RVFA:�`''` � ft Required Volume Fan Asdsted(RVFAj Sotal Btu/hr input of all roatunl draft appliances Input: � Btu/hr Use Natura)draft Appfiances tolumn in Table E-1 to find RVNFA: � � - Requtred Volume Natural draftappiiantes(RVNDA) TUTdI ReqUired VOIurt1E(TR�=RVFA t RVNDA TRv=�+ � _ ��d TRV ft' if cas vo►ume(from Step 2);s yreater t9fon TRV then no outdoor openings are needed• if CAS Volume(from Ste 2 isless than TRV then o to STEP 5. 5tep 5:C31[u4HtE the ratio ot aveilebie intenor votume to the total required volume. R2ti0=CAS VOIUrt1E(ff0(i15tCE12)d7VFded by TRV(from Siep 4a or Step 46) M�� / �� _ ' �� Ratio= �ZS StEp 6:Celcul8te Reduccion Factor(R�. � RF=1 minus Rati� RF=i- 4 � _ � �' 5cep�;Calcuiare s�ngte outdoor opening as if aH combufion air is from outside. ,np� �'�� B��hr TOial Btu/hr input oP a11 CombusUon Appliances in the same('AC (EXCEPT DIREGT VEIVTI Combustion Ak Opening Area(CAOA): �� /3000 gtu�hr r ir�= d1O� ►�7• it� Toa�ew t�� id b 000 Ct++F�r or in= �A�A� Step 8:Calwlate Mlnimum CAOA. X `� 2 Minimum CAOA=CAOA multlpiied b RF Minimurn CAOA= ��6 7 ?�� = � in StGjt 9:G5ltulate Combustion Air Openi�g Oiam2te�(CAOD) � ^_C�i� `� � s� !"/� Ci � J"V'w CADD=1.13 mulUpljed by the square root oJ Mlrnmum cnoA c1+0�=1.13 v M�nimum C�+oA= in.diame go up one inch in size if usin flex dutt l if dC51fCd,ACH can be detertnined using ASHRAE calculation or blower doortest.Follow procedures in Sectton G304. i:\Building�5afetyPolideslnformaUon\�rcent�2016�ventnnakupcombr�i�tals2oi6.doa Page5of6 . '�`4`� Directions-fn arder to determine the mokeup arr,Ta61e 501.4.1 must be filted out{see belowJ. �or mest new insta!(ations,column • A will be opproprfate,however,if atmasphericalfy vented appliances orsolld fue/npplionces are instat►ed,use ihe appropriate column.For existirtg dwellings,see lMC501.4.3. Piease note,;f the moke�p air quontity is negotiv�,na additionol mokeup air wil! be required for ventilacion,if the value is posrtive refer to Table 501.3.2 and size the opening. Tronsfer ihe cfm,size of opening and type(round,rectangutar,flez or rigidJ to the lost fine of section D. The matce-up uir suppfy must be installed per IMC 503.4.2.3. Table 501.4.1 PROCEDURE TO OETERMINE MAKEUP AIR QUANITY FQR EXHAUST EQUIPMENT IN DWELLiNGS Ad�tionat combustion afr wlll 4e required for combusUon s Iiantes,see tcA�R method for olculallons) One or muitiple power One or multiple fan- O�e atmospherlcaty vent Multipie atmosphericatly vent or d[rect vent assis:ed applianoes and gas or oil appliance or vented gas or oil appliances or no prnver vent or direct vent one Solid fuel applianCe apptlan[ps or s01id fuel com6ustion aPP�ances appfiances aPPliances Column C Column D Column A Coiumn B 1.Use the appropriate column ta estimate house inflltration 0.15 0.09 0.06 0.03 a�pressure factor ([Fm/sr by eonditioned floor araa(sf){induding O�� un�inished basemenu � Estimated House infiltratlon{cFm):f?a � 'O x Sb 2.Exhautt Gpacity �� a)Continuous exhaust-onty ventflation system(cfmj;(not appucabie to bafanced vennlation systems such as HRV) b}clothes dryer(cim) 135 135 135 135 c180S5 af largest exhaust rating(cfm); �� Kitchen hood typinliy � (not applicable if recirculating system or ff powered makeup air is electrFcally Il a� interloc�ed and match to afiaust d)BO%a nert lar��t exhaust ratin6 g U (am): baih fan typka{fy Not ,�s� (not applicable if recirwlatlng rystem Applicabie � y or if powered makeup atr is etearl�atiy interioc�.ed and matcF►ed to exhau� Totai ExhauSt CapeCity(Cfm); (�/ � 2d+2b+2G*2d] l 3.Ntakeup Air Quantit�r(cfm} n�� e)tota�exhaust capadty(fmm above) 1 6)es�mated house i�filtration(from �U above) Makeup Air quanttty�cfm}; (3a—3b) � (ii��alue is negative,no.makeup air is Q needed} 4.For malceup Air Opemng Sizing, �M M ,�+� ra6er to Tabie 50L4.2 �� A. Use ihis column if there are ather than fan-asslsted or atmosphenca�ly ve�rted gas or ot�appuance or it:here are�o�oma�ao�a��n�.cP�e��e�=a^d direct v�nt applianC2s m2y be used.) B. Use this mlumn if there is one fan-assisted apptiance per venting system.(Apppances other than atmospherically vented appiiances may a�50{�If1C�UdEd.� C Use this[olumn if there is one atmospheriolly vented{ather thao"ran-assisted)Sas or oil appliance per venUng system or one solid iue�appliance. D. Use this column If there are multiple atmospharicaily venred gas or oii appliances using a common vent or if:here are atmospheritally vented gas or oii appiiances and solid fuel appliantes_ � � I:\Buliding�SafetyPalidesinfom►et3onlCurcent\2016\VentMakupCombAirGis2016.doa P2ge 3 Of 6 .� :�� .�. g Load Short Form Job: Santrach II W� �� Entire House Bate: Mar oa��o,� r� ��kma��..,��`�� Horizon Contractors, Inc. APR � $ 2017 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8709 Email:michaelstng�yahoo.com � • ' • • For: Stonewood � - • • • Htg Clg Inftltration Outside db(°� -13 88 Method Simplified Inside db(°� 68 75 Construction quality Average Design TD(°F� 81 13 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gNlb) 50 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade Bryant 987M Evolution Modulati... Trade Evolution V Air Conditioner Model 987MA60100V21A-A Cond 1896NV0360000A AHRI ref 4706202 Coil CNPVP3621ALA+987MA60100V21A-A AHRI ref Efficiency 97 AFUE Efficiency 10.0 EER, 15 SEER Heating input 100000 Btuh Sensible cooting 23660 Btuh Heating output 97000 Btuh Latent cooling 10140 Btuh Temperature rise 81 °F Total cooling 33800 Btuh Actual air flow 1127 cfm Actual air flow 1127 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) B 1/2 Bath 77 639 29 9 1 Bar 225 1078 241 16 11 Mech 210 2573 128 37 6 Wine 54 2819 910 41 42 Theater 421 3688 170 54 8 WIC 4 72 422 17 6 1 Exercise 284 2494 224 36 10 Bath 4 119 2738 463 40 21 Bed 4 289 2810 686 41 32 Game 340 6329 2421 92 112 Family 555 7366 5069 107 235 Bath 3 84 1856 662 27 31 Bed 3 228 3284 1299 48 60 WIC 3 49 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � w�h�0„ Right-Suite�Universa1201717.0.19 RSU07800 2017-Mar-2709:18:23 Page 1 ..oft HVAC\Stonewood Santrach B and Second Il.rup Calc=MJ8 Front Door faces: W Under Stor 495 5208 290 76 13 � B Hall/Str 343 439 28 6 1 O�ce 296 5892 2220 85 103 Open 440 5509 1832 80 85 Bed 2 330 5953 2049 86 95 WIC 2 48 1499 204 22 g Bath 2 84 2975 1321 43 61 Library 169 4620 1930 67 90 Up Mech 35 887 126 13 6 Up STR/Hall 328 4472 1673 65 78 3/4 Bath 66 2121 287 31 13 Entire House 5640 77670 24279 1127 1127 Other equip loads 6124 971 Equip. @ 0.93 RSM 23457 Latent cooling 7174 TOTALS � 5640 � 83794 � 30631 � 1127 � 1127 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �' 1N1'19htROft' Right-Suile�Universal 2017 17.0.19 RSU07800 2017-Mar-2709:18:23 Page 2 ...oft HVAC\Stonewood Santrach B and Second Il.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Santrach II �- wr�ghtsoft° Date: Mar 04,2017 Entire House By: Mike Horizon Contractors, Inc. 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fau:952-4458109 Email:michaelstng�yahoo.com � � ' • • For. Stonewood �P(� � 8 20�7 CIT�' OF ORONO � - . . . Htg Clg Infiltration Outside db(°� -13 88 Method Simplified Inside db(°F� 68 75 Construction quality Average Design TD(°� 81 13 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gNlb) 50 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade Bryant 986T6 Two-Stage Variabl... Trade BRYANT HEATING AND COOLING SYS... Model 986TB42060V17A---A Cond 126BNA0360000A0 AHRI ref 4702114 Coil CNPVT3617ALA+986TB42060V17A-A AHRI ref 9314940 Efficiency 96.3 AFUE Efflciency 12.0 EER, 14.5 SEER Heating input 60000 Btuh Sensible cooling 21000 Btuh Heating output 58000 Btuh Latent cooling 9000 Btuh Temperature rise 54 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.023 cfm/Btuh Air flow factor � 0.047 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fC�) (Btuh) (Btuh) (cfm) (cfm) Mstr Bath 258 8169 2135 185 101 Mstr Bed 368 4546 2250 103 106 Mstr WIC 190 2956 1065 67 50 Dining 236 5468 3079 124 145 Gather 520 5361 3993 122 188 Pwdr 49 1364 862 31 41 Foy/Str 497 7507 3740 170 176 Kitchen 238 18 1757 0 83 Mud 222 1832 329 42 16 Gear WIC 61 2218 278 50 13 Mud Bath 42 1121 337 25 16 Laundry 111 3354 1315 76 62 Scullery 72 129 68 3 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1'� wrightsofC Right-Suite�Universa12017 77.0.19 RSU07800 2077-Mar-2708:81e6 9 ...\Wrightsoft HVAC\Stonewood Santrach Main Il.rup Calc=MJS Front Door faces: W Entire House 2864 44043 21208 1000 1000 Other equip loads 3822 606 Equip. @ 0.93 RSM 20265 Latent cooling 4630 TOTALS � 2864 � 47865 � 24895 � 1000 � 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -� wrightsofC Right-Suile�Universa12017 17.0.19 RSU07800 2017-Mar-2708:41:46 Page 2 ...\Wrightsoft HVAC�Stonewood Santrach Main Il.rup Calc=MJ8 Front Door faces: W Christine Mattson From: Christine Mattson Sent: Friday, May 26, 2017 10:41 AM To: 'yardscapes@yardscapesinc.com' Cc: 'Gustafson, Sven'; Melanie Curtis Subject: 1700 Bohns Point Road/#2017-00425 Hi Lincoln Our engineer has reviewed the engineering provided for the after-the-fact retaining walls and has the following comments: The retaining wall design is dependent upon a qualified geotechnical engineer's stability analysis and verification of the design assumptions. A copy of the Geotechnical engineers report must be provided to the city. Please submit a copy of the report along with your application at your earliest convenience. Thank you. Christine Mattson �� Planning Assistant t�� `{?j�`�� City of Orono y�.••� .y,,._. .t_...,��_�._ r....a.�.�... .�., a,�.��_. � __�.� _. .��.� .�. .rt � A�T� 2750 Kelley Parkway I Orono � MN � 55356 (physical ad � _..�.��_..__4_�_ a�_, . . w_ . � ,�_ PO Box 66 � Crystal Bay ( MN � 55323-0066 (mailing adc,.,_�...��-~�� -- � . �,�p� � ^,�( l� r�!!�'''. �:_ _� � _ !� ' �v _ .__� n_ - r�-. _ �� '� 952.249.4620 � g 952.249.4616 . ... _ .. �v . � �cmattson@ci.orono.mn.us � � www.ci.orono.mn.us .. ...s �,.. -�:,... .. ..- � .k.�_ _.,�. ��n...�.....� ..�..... . _ . Summer Office Hours: (Monday, May 22 through Frida� � �� 1 VI�Vr" _(,�l � �rt _�w.�..-.. ��.J.�.,�...a.,.�_..a.m,�.. ..,.. 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'�,. � �"� 1� Z TYP. OYHCs/FASGIA DETAIL � 2�/12 3 TYP. OYI-Irs/�ASGIA DETAIL • 2Z/IZ 4 HE,4D/01IHCs. • GAR DR HEAD/OVHCs. � DOA'1ER a TMP. HEAD � SUB SILL b HEAD e GATHERMCs �� pp 10 �^"••i vr.�.r �C�1L4 I N•.1'�O' euae��vi•.r� euus.i v�•.r.a �cx�i w•a.r erxw i vi•.r-r COPYRI�fI7 701'7,ALExLUJDER DEbIGN GROUP,INC. P�� - -- � � �' � : MEMBMNE.STONE.AND RIGID SMIPSON 0.75 CLIP BOTH SIDES OF DE91ON OF CA4T-MFPLACE CONCREfE,STEEL,AND WOOD FRr1MR1(i FOR A PROP0.SED RESIDENCE.CONSTRUCTION IS TO �, 7AU55 W(8)B0 z 1�'NAILS EACH BEDONEINACCORDANCEWfIH7HESEDRAWINGS,STANDMDIPAUSTRVPMCTICE,ANDTHEREWIREMENBOFTHE �-� �� / �� y� I" ��uT��pTM�� LEOOFEACNCUP Alexander Design Group �o�' CONCRETE PAD FOOTING SCHEDULE l�`� �� J� k' Oa�� MMK FOOTIN(i 6tZE fiENIFORCEMENf EACH WAV :�`, '/ � \. 4'MIN.C.I.P.CANCRE�E 37EM WALL _ I_ _ 1. THESE DOCUMENTS APPLV TO STfiUCNiUL ONLV.REFER TO HWSE PLANS PREPMED BY ALE%ANDER DESION � \ � � �• 1 I I I TRUSSES BY SUPPLIER O�B.Z 401 East Lake Street OROUP LA9T DA7ED�17 FOR MORE INFOli1M710N. fl 2�8'z T-8'x 1'-0' NONE � 2 R IB iHE REBPONSIBILfT'/OF 7HE BUY.DER TO PROVIDE ALL FURIRE PIAN OR REID CHANOES TO7HE HANSON F2 7-0'x 9'-0'x 1'-0' i5 BARS e 12 O.C. � � �! �• �� 8j�..� �,� -I I O.C.� Wayzata,MN 55391 OROUP FOR REYIEW.PROVIDE FINAL iRU3S UVOUfS TO 7HE HANSON 6ROUP PRION TO CONSTRUCTION AND ^°-�� - ` -. IMiERIALACOUISfIION. ,F�-_ �3'-e'x3-e^rY-0`._. -i6BAR6�y7-06��-- �.I '-�"�" -'� sr-_-, __.. ' • /� K'031MPSONTRENHD 3. ADEOUATE SHORINO DURRIO CONSfRUCTION IS THE RESPONSIB0.JTV OF TIE C0IRAACTOR �- / ' '" �� / (7'MMl EMBE0)��'O.C.MA7C- a ' TRFJ�TED 9B MIN.SILL PIATE I. CONfMCTOR AND BUILDER ME TO VERIFV ALL DIMEN610NS AND CONDRION8 BEFORE PHOCEEDINO WfTH WORK i�TE REINFORCEM ?FliqA THE BOTTqJ OF FOpTIFq • � � '��./ y� ,,,/// j . �p�7p�•Fqpy INSIDE EDOE w/1J¢'MAK OVERMANO � w. NOTIFV THE MANSON 4ROUP IF DI9CREPANCIE3 ARISE �_ � , .� �/� ` } � - ��R� Revlebn D9tB Deeviplbn 5. MEANS AND METH00.S OF CONSTRUCTIOM ME THE RESPONSIBLRV OF THE CONTMCTOR. � - � • ' � ��/i q , 1'MIN.LED(iE . �... •y� // �,. CONdiE7E S7EY fi�1P I1LLOwFD 1 8-1616 House Plan Updetes FOUNDATION NOiEB - ..__ r .� ._.... .._..�. r � �.~ X�'�/ '�:. S� .. .. . 12 MIN.C.I.P.CONCRETE WALL 2 0-24-17 New Fbuse Plene . � : i'= t. DiWNTILE.DAMPPflOOFINOAND/ORWATERPROOFINO 61NSULATION.ASWELLA37HEIRpISTALUTIIXJ.ARETOBE -- f � (, � - �F' � ' d:� IN ACCARDANCE WfiH THE CADE. � FP�•L J• '� FZ�� _ �, � .q� 7 . J e�/� N z a'-0'DOWELS @ 1S O.C. VEHi7CAL BAR OPf10NS: 2 INSfALL A MINIMUM OF(2)�HOFiS PER PORTION OF SILL PU7E AS WELL AS AN ANCHOfi WrtHIN 12'OF EACH END m y � r .: Y�q ��'/ ,. a' /5 gpqg O 21'O.C.OR AS APPLICABLE / � �. "S�,"� /8 BMS O 7S O.C. �Y 9. BM SPLICES ARE TO BE LAPPED A MMIIMUM OF 1s BM DUMETERS.PROVIDE K'MATCHING HOOK BMS FOR ALL (�Ij�� ; , � � " ,flf,�� / Z, ti: HORQONTAL BMS AT WALL CONNERS AND INfERSECTION3. _e J �-. . / i I:I j « -_� � , I. CARE IS TO BE TAKEN DURING BACIffILLING TOlMMlfAIN A PLUMB WALL ALIGIAIENf. ' ��-� � . -� ' . � e, aC i/ 5. BACIffILL BELOW IXTEHIOR STOOP SLA&S WRH CAMPAC7ED ORRNULM IMTERULL TO FROST DEPTH(4'-0'MINIMUIq. � - � � � .; ( � 5e 6. PRIOR TO B�CIffIWN(3,HOUSE FOUNDA710N WALLS ME TO BE LAlEHALLV SUPPORTE�BV FLOOR SVSTEM AT TOP � F? I I I AND SLAB AT BOTTOM OR BV AUEOUA7E 7EMPORMV BiUCIN(i. �I 2U'WIUE e DEEP CONCRETF � 7. PRECAS'f PLANK IS TO BE IN PIACE,DOWELED,AND OROUfED PRIOR TO B�CIbHLY10 OF SUPPOHTNKi FOINiU�iION STHIP FOOTINO AT 11RERIOF - • � / WALLS.FWNDATON WALLS ME TO BE LATEMLLV SUPPORTED BY SLAB AT BOTfqA OR BV ADEq1AlE TEMPORARV � - BEARINO WN.LS TYP. � I I ? �. M4 HORQ.BARS ea�cirro -{ � f I�l F1 � I , �za•o.c. 8. PRECAST MANUFACTUFER IS TO DE31ON PLANK FOP SELFWEKiHT 6 TOPPIN(i DEAD LOAD PLUS M/ORST CASE LIVE 9 F�rr-� „i a l�. \ +L� '�:I 3 �� PLANS SHOMM LIOHf M BACKOROUND ARE FOR � L O A D O F 5 0 P S F U N I F d i M O R A 2 0 0 0 P W N D C O N C E N 1 1 N T E D L O A D A T(L W I 1 0 E A N D�0 P S F L I V E L O A D A T H O U S E ' ; -` -rI� i �` �. I- � '� ... ` • L O C A T I O N R E F E R E N C E O N L V.P L A N N O T E 6 A N D ��0�� INCLUDINCTIRETNNING W IALLS AND$EMERIOR STNRS ARE INOT NCLUDED�MI TIIS SCOPE. F1 r, �� L{�, .. . . - F I Sl � ELEMENTS SHONRI L10HT MAY NOT NECESSARILY S7 :LOOKOUf ' I �� Ti , SIWPOHTTHEFUNSONOROUPSDESqN. II ..� �J . � TYP. � SLA&ON�GRAUE .. ~�••�..., '. r \ � _ . r. �"t �OP-CHOHD ' Mx2-0'DOWELS 1. ALL HEMEIiS ARE TO BE MINIMUM(2)9�70 LUMBER UNLE55 NOTED OTHERWISE.(2)�10 MEMBERS SHOWN IMV BE L,'..� I F�r� �� r � eRa � @ rr o.c. SI�STITUTED WffH(�tY'x TA'LVL OR(3111P x Sth'LVL AS REOUIRED. ^�/� � .. . "L,J=.��. , . '� 'I (S MIN EMBED) 2 ALL DIMENSION WMBER HEADERS AND BEAMS ME TO HI1VE A MINIMUM OF ONE BEMING 5ND AT EACH EHD AND o�r - , • �'-+ � � 7W0 AT IMERMEDUTE SUPPORTS ALL 2-PLV LVL AND dIRDER TRUSS BEAMS AND XERDERS Ai�TO HAVE A .__� �..� K � � .- � - . T 1 � '� `a �i~ . 2p"W�DE z C DEEP - �Eg'MRl BRG .......:....�.. MINMMIM OF 1W0 BEARINCa 5TUDS AT EACM ENO AND RT INfERMEDUiE SUPPORTS 3VLY MEM�ERS ME TO HAVE A - ' I ,I .. ""` I r� I �� ..,i � .,,, r, �. � ..�. . y MIN.CANCR�STRI�P UNLESSN07ED MINMAWAOFTiREEBEMIN6STU05ATEACMENDANO�TINfEflMEDIAlESUPPORTS.ADDRIONILLBEMING5TU0.5 �- I � � 7 �� L� �� t I � , WALLSECTION �� (2�J4'0WEf3Ef ARE NOT REOUIHED FOR LVL SUBSTfMFD FOR STAN�MD SI1WN LUMBER ALL BEARING ABOVE IS UNLESS N07EU � �� , F� J � r HEWIREYENTB.PlANS.TRUSS SUPPLIER IS TO VENIPY OIRDEN 7RUSS BEMINO LfN�7H AND SUPPOFiT :_. � J' ! . _J �:. f. .,s_ .r'-� L' l � r �I T ' _ _ ' __- . S7 TVPICPLHWSE BOLT80R 3. ALL HEADEpB AND BEAMS ME TO HAVE A MINIMUM OF ONE PULL HEIQHi KWG STUD AT EACH END.FXTERIOA �� I '..II . - ..�� ' ��+ � ,- Y'ENO PLATE BEVOND yMpgq�TREN OPENMI(i8 UREATER 7HAN 6D!FEET IN WID7H ME TO FWVE A MPIIMUM OF TNO FULL HEIOHT KINO STU0.4 AT EACH �-- e�' -� -_--_ .i-Y ` , ' " - J _ -_. - Fa1N�EnqJppql�LL{{AT HD OR EPDXIFD . ^ ..r �,Pv�- '- - --I I� 7HREADED ROD s END.IXCEPT AT TKL WALLS ti4 N07ED.IXTERIOR OPENINGS GREATER 7HAN TEN FEET IN N7DTH ARE TO HAVE� . . ''�Ti r `I -�� "Y'. • .��3 _ _ N N � � � 2:8 MIN.TREAlED SILL PLA7E ° POST-INSTu�cn MINIMUM OF THREE FULL HEIOHT pNO STUDS AT FaCH EN�,IXCEPT ATTALL WALLS AS NOTED.FOR CAMINWUS � � � ' I� .� F� Y_ _ - / w/1JQ MAX PLAlE OVERW WO BEAM CONDRqN.4.SPMI IN DEfERMINPq NUTABER OF qNB STU0.5lS T1E FULL LENO7H OF 711E HEADER. � "y "y '-r� Z 'r��' I y F'3 _- "- �� 7VP. ° a a d �(�4' 0. ALL CON1€CTION.4 AHE TO BE MADE WRH ADE�UATE SIMPSON.USP OII EOUAL JOIST HMlOERS.CLIP3.POST CAPS, � o � I S1 ---- �� MAIHTAIN B'MIK �i e LOCATE 4'FROM A N D P 0.4 T B A fi E& '� o g - i �.'� � S 7 E M W A LL MISIDE EDGE OF , 5. CONNECT MULTIPLE MEMBER LVLS TOGETHER IN ACCORDANCE NRTN MANI�ACTIRER REq11REMENTS. . .�---��-m$-�} f .. .I ��7 � /� < a (`qNCREfE . '�� SM. 8. ALL E7RERIOR WALLS ME TO BE CON5TRUCTED @J/�CORDANCE M/fT11 THE FOLLOYANO CRRERIti U.N.O.,WFiICH � � . T' . o • } '�...� I a MEEfS OR E%CEEDS 7HE REOIAXEMENTS OF CODE SEC710N R802.70.1 WSP AND CSWSP. ' m V g J y�m; I ��b uJ I 11 / V e'MIN. ��'LONG�MIC�MOR DETAI L A 99 STUDS SPAGE�O 7B'O.0 �_- '' ' $ .-..\_ 6,.,. �._ ,-,. �'e .I � 3 '�I��i � �.. �� .........., •--..:• ,�.., i�/ 2 .ti I I I I I I- �M'C.MN(.OR &1 END OF STEEL BEAM TO I $z e. WALL SHEATHINO.i{s MIN.STRUC7UfUL PANg SHFATH W O N Btl WUL$�8'O.0 AT PANEL EDOES AND 1Y O.C. � _�.,.=. ~ _ �� - � g� ' _I I [q�ryp�HT METAL CONCREfE CANNECTION ATIHfERMEDIA7ESUPPOflT30R1�'18dWOESTMLES83'/SSPACINO. ..� � , . g7yipANCFpryg � T,p. 7. RLL INTERIOR WALLS ME TO BE CON3TRUCTED IN ACCORDANCE WITH iHE FOLLOWINO CqITERL�,U.N.O. � ' 3 �� i SLOPE OMDE AWAY 0. 3{OR2BSN0.43PACFA0760.C. �i 7yP. K��AT�� FWNDATION PLAN 'i � % FROMFOUNDATIIXJ § B. WALL SHEATHINO:J¢'MIN.GWSUM SHFATHMIIi FASTENED TO FMYpq d SA COOLER lUILS�e'O.C.MA%.OR MEMBRANE AND RIOID RISUUTON `��„��,._,..� I� __-- - MIDDLE OF WALL T/PE SN/WALLBOMD SCREWS A 1T O.C.MA7L�Y'MINMM.1 S7UD PENETMTON) BELOW TOPPINO 8V OTHERS T�Ii -- ' 8'MUI.C.I.P.CONCREfE WML 8. ALL FLOORS AFiE TO BE IN CONSTRUCTED IN ACCONDANCE WRM TME FOILOWING CRRERIA i� - � - -- � -- � � MEMBMNE AND IN3ULATON 0. FLOOR FflAMIN(i SPACED AT A MAXIMUM OF 2l'O.C. � . „� ,. . � _ 7� ' : (17 MIIL w/LEDOES AS SMONIIQ V OTHFAS ... I i� B B. ROOR SHEA7HINO:�'SfAUC7URAL PANEL SHEATMINO w/BA NA0.3 @ e'O.0 AT PANEL EDOES AND 1 T O.C.AT , ��E ADEpUATE FLASHINO 8 IMERMEDWiESUPPORTS. �.'i ..' -.- . `.-.. -¢ '" WATERPROOFINOBV 9. ML ROOFS ME TO BE IN CONSTRUCTEU IN ACCORUIWCE WITH TXE FOLLOWYI6 CRITERIA _I I I . - ._ -"_ ' ��.• .: :,...,-. OTHERS A ROOFFRIIMINGSPIICEDATAIMXIMUMOF2PO.G -I I I . *�s . � � ` ..-- _ --" Mz2-0'DOWELS . . . . B. FASTEN ALL ROOF FRAMIN(i TO TOP PUTES YrtTX USP RT70R SIMPSON M25 CUPS OR EOUN�LEM AND(3)BA I I "1 �. ..,� . •,.,.':. � �` --- - �Y'FULL UEPTH Sf1FFENEH PUTES�rB'O.C. 0 24'O.G WET -I I�-; 8'CONCRETE PUNK TOFlUILS. 4'MIN.BEAWNG � .. . � FM SIDE ONIY WELDED TO STEEL BEAM� SEf OR DRILIED p WIDE c e'DEEP MIN. OR STiiUCTURAL SLAB C. flOOF SHEATIINO:1S'MIN.STRUCTUML PANEL SHE/�THINO w/8tl NNLS O b'O.0 AT PANEL ED6E3 AND 17 O.C. �� R E F E R E N C E P L A N WEB 6 FLANC'ES M 7{�FNLET IN AND EPO%V ��REp��R�� E7(TEND PXECAST/SU1B -gEE PLAN AT INTERMFDIAlE SUPPOIiTS Oli 1�'16 dWOE 5fMLES O 7'/e'SPAC�NQ. � � • OppU7E0 Lpw��pE�� TO SUPPOfiT WiEfl D. PROVIDE FULL DEP7M BLOCKINO BE7WEEN TIiU9SES AT ENEROY HEELS FOR PEHIMEfER ROOF SHEA7HttIC T ON 8'CONCRETE PIANK OR 51 FW NDA710N PLAN SHOMM FOF ��T P��-T�P�� (S MIN.EMBED) EDGE OF STONE/ NAILIN(i OP TOP ANU BOTfOM BLOCNINO SMEATMED PEH FMMINO N07E& �' STRUC7URAL SLAB(SEE PLAN)W LOCAi10N REFERENCE OP0.Y FRAME BETNEEN 81NSULATION NOT SlIOWN CENfEqED IN ��N TOPPPKi�T DOOR 10. ML BEMINO POINT OR POST LOADS ARE TO BE BLOCKED SOLID T07XE FWNDATION.PROVI�E 2 x B 7'MAX STONE TOPPINO �A�� FOR CLMfTV y/p�y ` OPENIN(i ONLY-VERIFV SGUASM BLOCKINO BELOW BEARMIO LOADS BEAMS FOR MEMBRANE. w/HOUSE RANS 57EF1 BEAM-SEE L52 11. FLUSH STE�BE�1MS BEAflING OVEfl DROPPED STEEL ME TO BEM ACROSS FULL MA�7H OF LOM/ER BEAM TOP CONCRETE FOUNDATION- aM x 7-0'HOOK DOWEIS m 24'O.C. ��ur��T�P�N� EMBRANE BY OTHERS w/8'BEARINO AT EACH END SUPPORT-SEEHOUBE FLANOESTEELSUPPLIERTOINSfALLY'FULLDEPfHB'fIFFENERSINLOWERBEAMANDPROVIDEBOLTED SEEBELOWDETAILFORWALL �•,8. PUNB FWPDATION CONNECTION WITH MNJIMUM��'DWAEfER BOLTS. SIZE AND REINFORCEMFM WALL BEYOND 12. PROVIDEYa'FULLDEPT/5i1FFENERSATTHEENDSOFALLSTEFIBEAMS. REWIREMEMS � 9 WALLSECTION � J4'O ANCMOF BOLT SEE&S7 SIM. 17. 5TE$BEAMS ME TO I/NVE SOL10 2 x MINIMUM TOP PU7E FA57ENED WRH N'OUAIEfER BOLTS STAGGEREO EACH Q'MIN EMBE�)0 72'O.C.MNC 51 LOOKOUT SIDE OF WEB�T�8'ON CENTER MAX WIU7X TO MATCN BEAM.INCREASE PU7E 7NICIQIESS AS REW RIE�FOA TOP OF EW NALENT STFUPS STEEL BEAM-SEE P MBED PLATES�AB'O.C. FWNDATION WALL �0 LI NTEL F110M BITY AIO SCRE01 PONd1 WALLH SK PROVI�E B'CONCRETE BRG 57 STEEL LIMEL SUPPORTRq PRECAST PLANK FIAN(iE HANOFAS.8EM1 TOP FLANOE/PUTE TO BE BRACED IATEfUILV BV ROOR SVSTFAI AT 48'O.C.AAA7(ANO AT (2'FROM EOGES OF SILL/ BV PHECASTER SEE HOUSE PLANS-IF STRUCNRAL SLABS ME EACH END-SEE B/51 �.p yp7�.C��q gppM ENOS 7VP.FOR FLUSH,qIST CONNECTIONS,BLOCK WEB SPACE SOLID w/LUMBER TIOM BETWEEN FLAN(iES AND CONCNEfE WN�.4 PRECAST INSTALLER TO WELU BEMI (� USED,SEE ABOVE DETAI�FOR ALTERNATIVE 2 a 6 MIN.7REA7ED Sd1 PU7E BOLT 7HROUGH WEB w/JQ0 BOLTS AT N'O.C.STAUOERED. DOWEL CONNECTON TO EMBED PLATES DURING INSTALL w/J{'MAX PLATE OVEWUNO OR Jf'O z 10'LONG ANCHOR 7C. CUT PSL POSi3 TO FR.DO NOT%OCK WITH WOOD PLA7E AMTERULL OR CRUSHINO MAV OCCUR FA57EN S7EEL (1)H HORIZ BAR @ 7�'MIN.BRO w/6'MIN.Y.'FILLET p x g gTpµppWpD LSL SILL BOLTS(7'MIN.EMBED) BEM/S TO PSL POSTS w/(1)4{�z B'STRUC7LRAL WOOU SCREWS.AT 80TTOM,PSL TO BEAR DIRECTLV ON TOP OF SfEM WALL PLATE w/1J('MA7C OVERHANG @ Tt O.C.MAX.OR CONCRETE.IF UNTREATED,WIUP BOTfOM w/MEMBMNE 2 z e SIRANDOUMD LY SILL PU7E 15. VERIFVDROPPEDVEASUSFLUSHBEMICONDITIONSWRHHWSEPIANS OR2zBTREA7ED51LLPU7E (iROUTSIXID 5 FRAMING DETAIL C-0UryN.EMMETk IMIMNN S MIN. 5TMP ANCHOHS BUILDEII D NEOUYIED TO BEND RNI1L 7AU88 18. ALL OTHER FAS7ENER5 TO BE IN ACCONOANCE CADE iABLE R802.9(1). w/1Xi'MA%.OVERHM!(i 31 ��SiEEL BEAM AT Cv1MOE �EM W� LAYOUf OMYYNOB M TXE XAN80N OXOUP 17. ALL$TUD PLIE$M BUILT UP COLUli13 ANU AT IMENIAEUU7E STUD FAAMINO TO BE FASTENED TO SHEA7HB�1(i/OVP MEMBRANE AND RIGID INSUUTION (�12 M 8�OCKINC'BETNEEN Sug.pN{3p�pE Pp1011 TO COIIB7RUCTqN FOR YERHCATION OF BOARD A$NOTED ABOVE(17 O.C.IdAX.�T IXTERIOR AND 78'O.C.MAX.AT INiER10R�. BELOW TOPPIN(i BV 07HER5 TRUSSES LOAD PATMB AIO FlUYNO B�S L1Sf�- 18. ALL STONE IS TO BE 7/11N VENEER ADEWATELV ADHEREO BACK TO WOOU FAAMINO FOR CAMINUOUS VERTICAL 8. FpAME WALL ABOVE AppRpNK pppppN�TqN yy<�9E pEpUpm iVIU LATERAL SUPPO(iT BV TNE IAASON. M�. 9�MIN.TflEATED SILL PLATE 8'MIN. � �l 7R�6,gRll,�I�ppEGgT gIFPI�FAg 79. TFiU33 SUPPLIFA3 DESIONINO ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND ' . `.'....� ..' .�.....•.:. w/7Y�'MA7L OVERHANO- SIMPSON A15 CUP B07H SIDES �. •� -�. pqpq Tp CONg}p�pN-�pppµp pppF LiBW UEFLECTION CRITERIA TO RESIST LONO 7ERM CREEP AND FINISHED/MTERLLL DIS�RES3.SIMIUR DESION TRUSS MANUFAC7URER TO 2 LEDOE �I�••�I I I OF TRUSS w/(8)BA x 1J¢NAILS -�� I I I I LAYOUTSlABFD ON PRELr111XY U1YW18 REOUIREMENTS PEfiTAIN TO 7RUSSE3 SUPPOflTIlKi HEARTH/M�NTLE STONE OR CONCREfE MA7ERW.3. CpN$IDER OVERMMH3 W DESION EACH LEO OF EACH CLIP p�ep�pgp 9y gTpUCiURAL pEgpN CONCEPig 20. A BMCED W�11 REVIEW IUS BEEN PERFOWAED.DUE TO FULL EIXi�NEERING PHOVIDED,IXTERIOR BRACED WALLS �OPE OFiADE AWAV I VERIFV IF TRUSSES NEOUIRE WIDER SILL -I I . ME NOT SiIONM FOR CLART',BUf ME COVERED BY COMINUOUS SFIFATHING AND CONNECTIONS NOTED ABOVE FROM FWNDATION INfERIOR BMCED WALL ELEMEMS AND CONNECTqNS ME SHOWN IN 7HESE DMWiNG3,AS WELL AS ENCINEEflED SLOPE aRADE AWAV PLA7E FOR BRQ CLOSER TO WEB p F10RQ.BAR O TOP OF WML f h��ty��,��«r�� WIND RE515fIN(3 ELEMENTS TUT DO NOT MEET PRESCRIPfIVECADE RC-0UIREM�MS 0'MIN.BEMINO FpOM FWNDATION g' SLOPE OMDE AW�V 21.R IS 7HE OPINION OF 7HE HMISON ORWP THAT 7HE CAVERED EHfRV PORCH IS A PRIMMILV OPEN,NON-ESSENIIAL 8'MIN.WID7H z 20'MAX MEKiHT MW. I Fpp�l FWNDAiION b'MMI.C.I.P.CONCRETE WALL wes qepe�ed by me or under my dlrec[supervision 5TAUC7URE AND IS IXCLUDED FAOM THE OVERALL LWN WINDFORCE RESISTINO SVSTEM OF 7HE HOME.PROVIDE STEMWALL-r W'HENiM RE09 - 7OP�pqp gEqq��., (1?MIN.w/LEDOES AS SIiOWN) efld Ma�I em a duly LiCen9ed PlMeeebnel ErpinaBl ATNANLEVELOVEWIEAD b'C�NCRETEPLANKw/1'IM%. '��""" CqDE REOUIRED UPLIFf CONNECTONS�T P0.4T3 AND 7EN3tON CONNECTIONS AT LED(iEli3. � AVO.CONCHEfE TOPPMIO p.U%. -I I I-I � ��5 BV SUPPLIER M c 2-0'DOWELS undBr Me laws d�he Ste�a of npreauu+. DOOIi9 20'WIDE z C DEEP MIN. SPAN MPRO%.28'-0'OUT TO OUT) O 792'O.C.1MX �7£O.C. � tMTEPoAl9 ;14 z T-0'DOWELS�38'O.C. -I I I-i (S'MIN.EMBED) C�NCRETE S7AIP FOO71N0 Sipned: � CONCflEfE FOOTINOS: Fc=5,000 PSI 2B DAYS OR 3,500 PSI MATH AN MPROVED ADMIXTLRE 7HAT J4'0 ANCHOR BOLT(7'MIN EMBEO) :I � CENTEHED IN . CEHTERED UNDER WALL � ( CENfEREDATPLANK I4x1V'WWELS021'O.C. w/Nl1T8M'TMICKa2'00RSWARE WNIMAVHAVESWIDEMIN. - PROVIDES A WATER AND VMOR RESISTANCE AT LEAST EOUIVALENf TO 5,000 PSI COfJCRETE BFJ�RINO-MOOK IN STEM A7 DWLLED W 8 UROUTED SOLID � WpgHER�19.7 O.C.(�'FROM �M FOR FLOOR SVSTEM TO � W�� ' PrIM Neme: Trevor Auner CONCRE7E WALLS: Fe-3.SOO PSI�2B DAVS REDUCED S'fEM HEIGM T0 BV PRECAS7ER ALL WALLS EDOES OF SILL/CONCREfE WALL) �LLOW FOR I'AW(.LEO(7E CONCREfE SLA&S: Fe=4.000 PSI�2B DAVS MAINfAIN EMBED � REINFORCINO 37EEL: A47M A6150MDE 80 WV'p�� 6 WALL SECTION SpAPSON A75 CLIP EACH SIDE OF De�B: 42417 Lieense NumbBf: 45470 STRUCTURAL STEEL: ANOLESAl13C-A37M A38IFy.38KSI) 10'MIN.C.I.P.CONCRETE WALL F o B'MIN.C.I.P. � BLOCKNO wi(8)�x 11�'NAILS 7UBE3-A37M A,AO Gir.8(Fy.r8 K91) -INCHEASE FOR STONE LEDOES i � SEE M51 FOH ('.ONCRETE WALL S7 WA11(OUT EACM LEO OF EACH CLIP y Nq4BEARNq 10'MIN.ATSIM. � � FWNDATIONWALL W SECTIONS-AS7M AB821FY•50 KSI) -SEE HOU.4E PlAN9 ��5 WALL BLOCMN(i ACiOREOATE: FOOTINOS-715•MN� INSULATION BV OTHEHS .. � ul � �y TRUSSES BY SUPVLIER W��$�.� SEE HOUSE PLANS �R�K�5��: m�� VERTICAL BAfi OPTIONS: '�j O (2)2 z e BLOCKING BETVYEEN ONSlTE SqL: SMID�LAV(GRWP IQ IISSUMED-F pA1901L8 ME ENCOINITENED�BACKflLL w/SMO: Q- . 10'-2 1/I CLFM m f�y INSUTATION BV 07HERS �3 BARS O 1 T O.C.OR y` � PERPENDICUTAR BLOCKINO (1�0.131'0 z 3'NAILS Y'0'�P��f�T� i6HORIZBAN502I'O.G e ��g0120.C.OR �«y�z� IBBANS021'O.C. 4 u�1 55 PSF/FT(AT-R I6 BAN8 O 1 B'O.C. ] SEE HWSE PWtl.9 a� f 7HRU SHEATiING TO BLOCqNG �wo. E3T) �+ Ep -p yi'0 ANCXOA BOLT(T MIN B�CKFILL SOIL: SAND(OROUP 1)TO BE USED WHERE NOTED: . 9'-B 1?CIEAR SM. �q?4 sw.�rr c�u�wlu.�nr� � � EMBED)w/NUT 8 M'7HICK z 2'0 �p7��rypyi y.n'30 PSRFT(AC71VE� K BMS 0/B'O.C.OR - 75 BMS O 17 O.C.OR pp$p�ppE WASHER O 1H.2 g�rye 6 WALL STUDS(10'qi LE331: SPF S'R1D OfUDE OR BEI'fEN IB BARS O 26•O.C. 'm � N x 7-0'DOWELS !e BARS O 18'O.C. ' � PymouN,MN 55001 WALL STUDS(OVER 10'�: SPF NO2 aMOE OR BEfTEP -.d. w ¢ O.C.(�'FROM EDOES OF SItL/ �� (CONfMCTOR MAV REDUCE TO �77 O.C. CONCRETE WM1J TN 812-708-9572 DIMENSIONAL LUMBER: SPF NO2 OW1DE OR BETTER M VERTICM3 0�O.C.AT y (5'MIN EMBFD) SIWiED HOUSE WALLSw/ TREATED LUMBER: SYP NO2 OMDE Oli BETTER OR LSL > !4 x 2-0'DOWELS O�Z'O.C. EOUAL FILL BOTN SIDES) - LVL: 1�'WID7H-FD.2800 PSI,W.2&5 PSI.E.1.900.000 PSI 2 i6 MORIZ BARS PSL: FE.2�00 PSI.Fe.2500 P31,E-7.800.000 PSI (8'MIN.EMBED) 7 20'WIDE z B'DEEP MIN -I I I CONCRETE STAIP FOOTINO @ 24'O.C. LSL 5RIDS: FD.1700 PSI.E-1,300,00�P31 SLOPE GRADE AWAV - I I (2)2 a 1 BLOCpNO IN FIRST TRUSS LSLBEAAAS: 1�'WIDTH-FL.2325VSI,E.I,SSO,OOOP51 FROMFWNDRTON -� I_ s SPACE62x�BLOCqNOWDFUT81 Santrach Residence ALLOWABLE SOIL SLA&OILORADE SECOND TRUSS SPACE @ 192 O.C.- BEARINO PRESSURE: 2.000 PSF(�UMED) 21'WIDE x e'DEEP MIN. 4'MIN.SLAB-OIiGRADE TOEWUL EACII END FOR STABRRY CONCREfE S7RIP F0071N0.4 LEDOE ELEV�TION AUV VMV w/ �p/�pg WDp (20'NADE z Y DEEP AT ORADE PROVIDED ORRDE HEqHT �B MIN.TIiEATED 31LL PLATE ROOF LNE LOAD: 15 PSF(SNOW) 2015 MINNESOTA RESIDEHTIAL CODE PUNK NON�BEARRN3 WALLS � IS NO MORE THAN B'ABOVE LEDOE w/1J5'MAX.OVERHRNG 1700 Bohn's Point Rd ROOF DEAD LOAD: 20 PSF AND SIM.LOCATIONS) Fd1NDAT1(MI WALL 8'MIN.STEM WALL Wa zatar MN FLOOR LIVE LOAD: �0 PSF ABBNEVU1TptM � SEE 3�31 y �ooao�o�ow: ,SPs� rn. � �re�cu WALL SECTION (L1M�EROOHLIVELOAD: SOPSF(OR2,OOOLB) SIM. = SIMIUR � WALL SECTION 3 . WALL SECTION PRECASTROORDEADLOAD: 85PSF.TOPPIN(iS U.N.O. . 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PPOVIDE DOUBLE S7UDS AT END OF SHEAPWALL • 9 (2)2 x 8 BR6 S7UDS 8(3)2 z 8 FASTEN qNG STUO TO MFADEA w/ NFIL SHEATHING TO HEADER W Btl ' FULL HEIGHT KING STUDS (2)ROW518A SINI�R 1UIL5 O 7�O.C. NAILS�3'O.C.EA WAV 7YP. . � F�To��R�:ow , FRAMING DETAIL b SIMPSON MSTGO SiAM ON NSIDE FACE HATCHED MFA INDICATES i{�OR OF WN.L(PROVIDE SPACER TO FLUSH S1 POgT-INSTALLED HOLDOVM OPT70N TiKMEfl PLV WOOD/OSB EXTERIOH OUT HFADER TO WN.L STW THICIWES5) (2128 BEMMKi SR10.S FON SHEFTHINO F0.STENED TO S7U0.S w/ NEIOHBORINO HE1DEti 9d NNMML.S O P O.C.AT PANEL EDGES 8 O�s��C.AT NJTERIOR SIIPPOHTS gMpLL HA7CH MEA INDICA7ES i{�Oli THICI�R PLV WOOD LOCATE PANEL JOIM MAT571N 7-0'FROM OR O38 SHEAiHIN(3 APPl1ED TO IXTERIOR SiDE OF SR10.S CENfER OF WALL HEIOHT AS RE091Dc SOLD (NqIL SHEATHINO ARWND PERIMETER w/�ROWS Btl NAeS BLOCK�NO REOUIRED AT SHEA7HINO JOIHT) SIMPSON STH�71 EMBEDDED IqLDONM O 3'O.C.STAGGERED 8 TO PLA7E3/BLOLKING @ 3'O.C.) ANCHOR AT lOC�710N5 SHONRI-STHDI�RJ (�h8 BEARINO S7U0.S MW. MAV BE RC-0'D IF FMMINO IS BLOCI�D UP TO 70P OP S70NE (1�38 BEARINO SND 6(1)DB FULL (REFER T03B9 FOR�LTERIUTVE OPf10N8- HEIOHT SiUD AT FlID OF HEADFA (1�9tB BEMINO STUD 813)��LL UBE ALTERM11TF811T OVlNI�NOXiO PLA7E8 HEIOHT IQNO STUOS AT END OF HEADER -7T T�IlN ND W�B!Rl09 f R1A1�q IB BLOCKED W TO TOV OF STONE-7C IfL SIMPSON STHD7!EMBEDDED HOLOONM FOUNDATON WALL BELOW ��1 . ANCNOfi AT IOCATIONS SHOMM (2)1{'0 ANCHOR BOLT(7'MW EMBED) .` a (REFER TO 39J FOR ALTERIUTIVE OPf10N3- � • PER PANEL . . U8E ALTERNI17E8 AT OVFRMANONO PlAlE8) n . a FOUNDATION WNL BELOW—a • .a . (2)ys�O ANCHOR BOLTS(/'MIN. � ^ � � ' , ` . • " EMBED)w/7a7zj(�PUTE WASHER 2-Tt 9V't 7-5'S � FRAMING DETAIL FouNo�nonr.aveer.�4•: � 9CREEN PORCH SHEARWALL W/P REFER�FOO R� : FRAM W G D ETAI L HOLDOVMS w/PIATE S3 GAMGE FRONf PORTAL FMME OVFfiHA1lO N07E R1F0 APPIIES SY1AMEfAICALLY ACROSS FA$7EN BUMP OUf SIDE WALL TOP PUiE3 TO DETNL UNLESS NOlED O7HERN/ISE WALL TOP PU1TE3 w/SIMPSON I$fAl2 STRFP flOOF BV SUPPLIER PROVIDE KIGCERS AS SHOWN IN 482-LOCATE ABOVE BUI.W OUT CARNER 87UD8-IOCI�RS SIMPSON MSTC2B STMP AT COFWERS ME IN�DDRIONAL TO TIP.72 O.C.SPACINO AT OABLE ENDS 2%8 LSL FULL HEIQlir EACH SIDE OF INSET GLYWOOU SqJD PIECE OF 1K'PLV WOOD(OR 7W0 PIECE3�'PLYWOOD)FACM SIDE OF SIMP90N A35 FMMINO $OUD PIECE OF 1J('PLYWOOD BUYP OU!POCKETEU IM02 z 8 LSL ANOLE TOP AND BOTTOM (OR 7W0 PIECE&�'PLYWOOD) FULL HEqHT WAl1 SNDS 6 FAS7QiED OF OUfER 2 x B LSL EACH SIDE OF BUMP OUf AS MOUN�PERMEfER w/(2)5TA6CiERED HATCHED-ONE PIECE�' �$��•��N AT G O.C. A-�NNLL PLAN PLYWOOD AT 51M. -ONE PIECE�'PLYWOOD AT SIM. 2 c/0 JOI5T5 3c101NNER PIM ('h 2 v 10 PERIMETER BEAM 2A 0 JOI5T5 w/(2)2A0 SMIP90N MSTC78 PERIMEfER BEAM STFUP AT CORNERS ('w�� (SHOWN A80V� 3HOWN FOR CIARffY) A SIMPSON MSTC2B S7TUP AT CqfiNERS 2[B LSL FULL HENiHT EACH SIDE OF INSEf PLYWO00 i hereby certly thet this pen.eped�catlon«iepa� g souo aiEce oF i%'P�vw000�oa Two waa pepareE by ma or under my direct wpervislon PIECES�'PLV WOOD)EACH SIDE OF SIMPSON A35 FRAMINO antl ihat I em e duly LkenseE tesebnd Erqlneef LOLATE ANCMOR BOLT BUMP OUT POLKETED INTO 2 z 8 LSL �NQ�E TOPµD BOTTOM WrtHIN 12'OF BUA1P R1LL HEIGHf WML STUDS 8 FASTENED OF OUTER 2 x B LSL- unOer the laws Oi the$tate Mlnneaote. (B)Ya'0 x 41f'LONG ARWf�q PERIME7ER w/(2)STRGGERED LOCATE ANCHOR BOLT Signed: V SNIPSON SDS SCREWS a��E� ROWS OF IUILS,EACX AT 8'O.C. BELOW WfTHIN 12'OF THROUGHPLVWOODIMO -ONEPIECE�'PLVWOODATSIM. B-JOISTPLAN LSLS7UD9 ` END GRAIN OF BEAM 2-0' Prirrt Neme: revor r FWNUA7qN STEM 7'�a•SIM. SEE?i51 Dele: 42417 License Number: 45470 SECTION VIEW , FRAMING DETAIL � WINDOWBUMPOUTS 9d071tlmx Lerre NaN $ui18 4 Plynq�M,MN 55141 TM 812-7083572 •nw.MManpmupmn.oam Santrach Residence 1700 Bohn's Point Rd Wayzata,MN Pro�ea Number: 6.099 �w Dab: Ad1124.2017 •' Sheete: 3 ot 3 � OCOPVRIGNT FMNSON GROUP,LLC 2077 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. �� Issued to: Peter Santrach Permit No: 16-439 Location: 1700 Bohns Point Rd Orono Purqose: Erosion Control, Sinale Family Home Date of Issuance: 8/12/2016 D te of Ex ir ti n: 8/12/2017 � By d r of the Bo d of ana rs orkin P itting Technician � This permit is not transferable without District approval, and valid to fhe date of expiration. No activity is authorized beyond the expiration date. If the permi ee 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 August 9, 2016 according to the provisions of this permit. • Properly install and maintain all erosion control measures as needed, until the disturbed areas are re-stabitized • When the site is re-stabilized and MCWD staff have perFormed a final inspection, all perimeter control must be removed (Statement concerning fees for inspeetions, violations, etc... on following page) We col/aborate 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 1 MINNEHAHA CREEK � WATERSHED DISTRICT QUALITY OF WATER Q U A L I T Y O F L I F E Inspection/Ana vs�s Monitorin� Fees 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 subwa#ershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation � 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 $ 57.74* District interns $ 36.44* District clerical staff $ 42.16* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ 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 ro 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 BUILDING PERMIT ESCROW AGREEMENT � Orono Building Permit# 2-�� ' �l.��C� � I�- 3� AGREEMENT made this 3�? day of An�s\ , 20», by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") ��jv # ,w)s�i, �e...�� ("Owners"). Recitals 1. A building permit application has been filed a (�/�uJ �1�vv�-- located at I��p '�1,�,'P�►•� Q1 the ("Subject Property"), legally described as ^► �ri+ �c-�►�- LS-zs - oe.3 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, en4ineerina, 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 # 7__C� ! `7 -�„��JS 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: � By: Its: � �n��i�,��i�� ";'� =4:��9w.. �'�� :Y �` " �..�t, v� �:,.�; a� . , � Last Updated: January 2016 i :. . � MINNEHAH,�► CREEIC WATERSMED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minne�ota S#atutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspandence, pians, 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. � Issued to: Peter and Melissa Santrach Permit No: 17-192 Location• 1700 Bohns Point Rd Orono Purpose: Erosion Control—Single Family Home Date of Issuance: 6/02/2017 Date of Ex ira io : 6/02/2018 By Or r the Bo of Ma ag a I orkin Per itting Technician This permit is not transferable without Qistrict approval, and i valid to the date of expiration. No activity i5 authorized beyond the expiration date. If the permit ee 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: Projec#to be completed as described in plans submitted to the MCWD office on April 28�', 2017 according to the provisions of this permit. • Properly insfall and maintain all required erosion control measures until the disturbed areas are re-stabiGzed • No#ify MCWD in writing upon eompleting installation of perimeter and sedimentation controls • When the site �s re-stabifized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement conceming fees for inspections, violations, etc... on following page) We coltaborate with public and prfvate partners to protect and improve land and water for current and future generations. ....................................................................................................................................................................................... ....................................................................................................................................................................................... 15320 Minnetonka Boulevard,Mlnnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF VYATER QUALITY OF LIFE Insaectton/Analvsis/Monitorin� Fees 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 tMe Minnehaha Creek subwatershed • any alteration of a flovdplain or wetland • dredging within the beds, banks or shores of any pratected water or wetland � • a violation ' • any project which in the judgment of the District staff should be inspected due to project ; location, scope, or construction techniques j i i In these cases, the applicant shall pay to the Dis#rict a fee equal to the actual costs of�ield I inspection of the work, including investigation of the area affected by the work, analysis of the � worlc, and any subsequent monitoring of the wark, which in the case of a violation shall be at I least$35. Standard Fee Schedule ( District professional staff $ 65.51* District intems $ 40.35* District cterical staff $ 46.69* Consulting Senior Engineer $contracted rate Consulting Engineer/Technician $contracted rate District Counssl $aontracted rate j Application fee $ 10.00 Copy costs $ .25 + actual s#aff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborote with public and private partners to protect and improve land and water for curreni and future generations. 15320 Minnetanka Boulevard,Minnetonka,AIIN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org _ _ — - — - _ _ __ ___ ---- -- _ , � � ; CERTIFICATE OF SURVEY FOR x , � n` � PETER & MELISSA SANTRACH �- - k �� ; �1 i`� � IN LOT 3, AUDITOR'S SUBDIVISION NO. 349 ". 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Y ar a.rro..e am�"'�d a R�«iw...s+•...r.�ee..u..m. � ��t x e.m�a a.�.��re.ay �..mres v . � : Ho�:�aor e�M�w�e.�w'aus'�" + !� NOTE:Emanerta alwa�Qs Uow M�d Lr iN`Mwcas GsaAY��Y , Ti16 fknvnXmei Mn 15-Otl65 Cot�d Y-�19 j t i� 53 �s-m� � � � DATE TIME � CITY OF ORONO cnLLED IN INSPECTION NOTICE ��HEDULED �� I� � � •�� PERMR NO. — �o�"`-' C%OMPLEfED ADDRESS�! �� a�'1�5 I� (� � OWNER TELEPHONE O. �2�� CONTRACTOR .�� DESCRIPTION �au �� Wa II � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL O �POURED 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 _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL �I OyfNERICQ�RAACTOR TO MEET YWJ:_YES_NO 2 }d�.�tG�4bl0/l � COMMENTS: ��5 d/� �4cQ�ce�s I'ld�i �D/wc ef� �� "`i�S �ii.rt� oGrrrc � rc�l�o✓ .v ,��.r�e�'��KJ �. - r ' �7 • � � �f�'1•Sr� -f-vr rw�.,G S �'c2�i 4.S `� i A5�411��..� � I"e�a� � �c.SG �� W /' / � Q -1��L�G�C.'C s 4/C .tt�l �4��i !^� �L' �� d �� ? �1 Q� N" '►� � .� ��4L�S W � Q �//'Q� .t'i�6 j>��'� �C�C.i✓ � J O W� O WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W�ECT W'ORK 3 PHOCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY � ❑WRRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COA/ERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR ��TATION ISSUED O INSPECTION REW IRED.CALL TO ARRANGE ACCESS. CaN for the next Mspection 24 hours in advance. (952) 249-4600 Owr�IContractor on sRe: Inspector:�� /w� � WMts CopyAnspsctor's FlN C�nary CoppfSlb Nodes DATE TIME � CITY OF ORONO cnLLED IN �� INSPECTIO E /scHEouLED �� PERMR NO � ��01� co ADDRESS � ��-Cx� �� OWNER TELEPHONE NO.�FZ�q �� CONTRACTOR ��1( 4�' � r��t-�1-1� �O[.lr��`c� � ON � - � ❑ F ❑ 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z dWNERICOKTRACTOR TO MEET YW:_YES_NO � COMMENTS: St��cr�C -,l�✓ SGI�(/t Y6 S �ce� � - /iM� - a�C/ .J/.(s�'C 0 ' :L ' � G. � �} �. ` � _ � �i Nt G � /�s.�. �O Q - /"G,��/ �o✓ QD�iGlS �!� �1-d r� Si� e 2 fl� G e �`�tCG� � r� �Q,� 4��i�t.s �d�1.�1��vF_ � - ✓� �/l�4-.� G' ��.�r.� ncac .Co� ✓�b�� fi � r `,�, .� .-G ' o �rrz� b -� �/� dc. W O WORK SATISFACTORY:PROCEED ❑ OJECT COMPLETE W -OOR ECT W'ORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY O ❑CORRECT WORK��L FOR REINSPECTION TEMPORARY V BEFORE COMERINO PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HWRS. p pHpTOTAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. csn ro�n�e�eXt r�ect�za no„��,�a�ce. (952) 249-4600 owr�IConvactor o�site• Inspector: WMI�CopyAnspecMr's FlN C�nary(�ppl8lb NoNw �/'� oATE nME � CRY OF ORONO CALLED IN qr8PECT�N NO E Zs scaeouLED ' � l�� PERMIT NO. ' ��E� ADDRESS pMINER TELEPHONE 0.95Z'Z�IZ�OJ��J CONTRACTOR � � DESCRIP710N � � • ty ❑ FOOTIN(i ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAWCRADING/FILLING �j �FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL O � Z p�ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ 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 ❑ DEMO-SITE 0 SEPTIC INSTALL Z O�WNBYCOKrRACfOR TO MEET YOU:_YES_NO � COMMENT'� A.fZ ✓ ��y i 4 0 ��k�✓�� 4�r�cc -•� �K�al4��r -a� - � / �Lk �S�f I�f,f�'�r//eo��k� �f-c•�tS�G �'{o�D 3 � . � � 4 �c✓ �a��t�0 W � • � � Z1��'4KB4�,vs�, o�-Sa� co 70%- c�,�`�4ctq, � i�lSd4 a.cj r'G�a�'[�[��✓ D�eKis.:..��(C , /�'�C -�- �'dr�c � �s 6��', .��:� .�u� � �� s�� —. d w✓ c� Y o� �— �bi�t KGG W ❑W�OFi1CSATISFACTORY:PROCEED O PRWECTCOMPLETE � �pqEC'T WORI(d,PROCEED ❑ISSUE CERTIFIC/►TE OF OCCIIPNNCY O ❑��Wppi(,CALL FOR REINSPECTION TEMPORAHY V BEFORE COVEiqN(i pERMANENT ❑CORRECTUNSAFECONWTIONWITHIN IiOl1R3- ❑pHpTOTAKEN INSPECTOR WILL RENRN ❑STOP ORDER P08TED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. caM ror n��z4 no�h�►�e. (952) 249-4600 ownedcon+ractor o�:ite: � Nl, YYINN�� C�n�ry Co�f811�Nolk� DATE TIME 7 CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED Li-/–i iir 7:30 PERMIT NO.c90/7—u II1O L-) C MPLETED P� K�`J) l) ADDRESS 1200 ohns OWNERTELEPHONE N`O. � ia- ;30 CONTRACTOR 5-fro-A-0-1,0Jve- DESCRIPTION r-ra-frfri ❑ FOOTING 0 DEMO-FINAL 3 0 SEPTIC FINAL g ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q ,RAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: £efi . " -690 -1;4.12 .64". „has e-- cc o '6rLce.-S y Mrda 4o Qz�� o4 ec porGlt r P• `i - u_ 5 4 1 eii Nfew-ies- -If /Ay Aid • ku of //4,564 lie,- -6r deqeS, erc iit yX Q "'eon, .5&,,p4rn--i e cte'ap.36,5,0 4- 0,.%&- Lu tu W Saw SATISFACTORY`.PROCEED ❑PROJECT COMPLETE WdiepORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. te `/frf il— Wh(ite Copyllnspector's File Canary CopylSke Notice