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Home My WebLink About2011-01336 - addn/remodel/repair ' � � CITY OF ORONO PERMIT NO.: 2011-01336 , � 2750 KELLEY PARKWAY ORONO, MN 55356- DATE tssUED: 1U04/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 4099 HIGHWOOD RD PIN : 07-117-23-44-0012 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 014 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR VALUATION : $ 10,000.00 NOTE: I2E'I'AINING WALL AND STAIRS APPLICANT PERMIT FEE SCHEDULE 191.75 SERAN III,ALONZO STATE SURCHARGE(VALUATION) 5.00 4099 HIGHWOOD RD TOTAL 196.75 MOUND, MN 55364- OWNER SERAN III, ALONZO 4099 HIGHWOOD RD MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specitications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant pennission 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 specitied herein.'1'his permit will expire and become null and void if construction authorized is not commenced within l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. "rhe applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoke � ti� for d ause. / / / / / G� Applicant Per ' e ignature Date Iss e By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. . !� g� �� i City of Orono _ , � � � � � � Building Permit Application for New Structures or Additions Mailing Address: Permit number: D/�—D�, ��„�0,�.\. PO Box 66 �O :_: O� Crystal Bay, MN 55323-0066 Date received: �(�� r �sti �I '`��' � Received by: a ' �t ,,�, Street Address' ��'�C, ' ,�z� �ti/ 2750 Kelley Parkway Plan review fee: �`�. L l �� Orono, MN 55356 �q��s�o�''� �i D ll� D/3�5 �=_—= Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ''�oqq /-f��.,�o�,d !L/� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: l�vo/L� i�fU(�C� �ttn/�.SC�v`�� State License# Expiration Date: Phone: G!SZ �- 5�(�- �Co S� (office) (cell) Mailing Address: ��7 (�_� ly-�h��,�� f.-�� City��/�`� ZIP: �� Contact Person: �,g�/� �/t,�� Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: `lie�.iyl�Il�4E i,e4�pS��.�@ �c-��✓�Z�/L B✓G^T- . �1/��'- PROPERTY OWNER INFORMATION: Name: �}� � j� 'j=/t,q-/U Phone (day): �' _ (o p7��k Cv/2 ,(r 3— � 0 2 �/ Address: ��j��p� jZQ City: QQpr✓p ZIP: 5�� Email and/or Fax czs2rQ,� �(` _ «�„ ARCHITECT/ ENGINEER INFORMATION: Name: �f.s� �'�c�t-o/� f�B�d�LT�B� Phone (day): p��S^ �� Address: 'Z'L'7 �i/� -rjva� ity: ps�'� ZIP: �� Email and/or Fax: � ��TS��v�+j i2,��--��7 �� PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply �New Construction [�Single Family with �Residence Addition attached garage Garage/Accessory Bldg. �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer [�bther. (specify) �`�" !`�c�✓�t- w ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Stora e ❑ Public Water l�n �7'�l N 9 "`Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review& permits. ❑ Industrial �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ � � Q STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2. Type of Construction a. Length (ft.)= �0 Number of bedrooms=� �-�lVood/Frame ❑ Masonry b.Width(ft.)= �� Number of garage stalls: ❑ Metal Attached= 1�' ❑ Pole Bldg. Areas in square feet Detached = ❑ ICF ❑ On-site Prefab c. Basement= �`'l�O ❑ Off-site Prefab d. 1 S�Story = 'O G ❑ Other(please specify): e. 2"d Story= ! �� f. 'h Story = � g.Total Area= 3 q 3� � �p� 5�� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclos�sd A licable [� ❑ Permit A lication ❑ , Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ l4'` Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. � � ApplicanYs Signature: � Date: �O��ZO/� __ � Pfan Review Checkiist for New Structures / Additions Address/PID/Legal: "7�O 99 fI tbH Cvoo�O /�0,9�0 Description of work: IC C'��11I1/� �/l�/�LL fi s''T�i�2 S Sepfic review by: Date Approved: �oning review by: ' Date APprovecf: �� '�'�� Builciing review by: Date Approved:___f/ - �/—ZO Y� Grading review by: Date Approved: Zoning File#: Og,�J7�'f�342�� Resolution#: ��IIJ Z Resolution Date: a-l� -Z.O� Zoning District Fire Department ' Post'Office � School District �� f Zoning: Lot Area:_ � �� SF; A 1Nidth: � Depth: Survey Submitted: �es ❑ No Bate of Survey: � " 1 ��.�� Proposed Setbacks: Front(Lake) Rear S�t-rE`�� (� S E W ) ( 'N / E W ) Other Builclings Wet{and � Side `�de ►�� ` ' ' , � Building Defined Height: �� Building Peak Height: #of Stories�k?: ❑ YES F�R A BUILDING WITH-A BASEMENT OR CRAWL SPACE: FOR A$UILDING ON A SLAB FOUNDATION: START WITH the distance between the basement'floor/crawl START the distance between the sfab and the highest space floor and the highest roof pea�top of WITH roofpeak,the top of the cornice of a flat roof, the cornice of a flat roof,the d�¢1c'fine of a the deck line of a mansard roof, or the mansard roof, or the upg�rnio5t point on a round vppermost point or a round or other arch-type � or other arch-t e roof - SUBTRACT half the dist� between the highest window and SUBTRACT half the distance,b�tw�en the highest window hi hest eak of a itched roof and hi hes#-roof eak�f a pitched roDf SUBTRACT th stance betweenthe basement ffoor/crawl ADD thef.di�fance between the slab andthe highest space floor and the highest existing grade within � exisfing grade within`the foundafion 1 the foundation or 10 feet.whichever is less. _EQUAL � Defined buildin hei ht I EQUALS I Defined buildin hei ht Lot Coverage: SF % Shorefand District MCWD Permit Received Averege Lakeshore Setback I Bfuff I ❑ Yes ❑ No ❑ N/A � ❑ Yes �No � �s ❑ No Permit Number: � Yes No ❑ N/A ' Setbaek: Iiardcover Zones Existin. Pro osed � Variance Re uired CUP Required � �-75' (7°lb � �°IO I ❑ Yes No ❑ Yes No � 7�-250' �'Q'.��0 , �'(p,J�'�a TYP��s)� �TYPe(S)� � I 250-500' � I � � 500-1000' 'i � REMARKS (in-house): Updated: 09/11/20Q9 z:\formslplan review checkiist.docx Fees to be Charged YES NO � . �B'IiIa11G�.x s, �5".��i�� k. �e,T �. � �k��c: t � �'r, e '�� + ��." �� _` �t �,,' :"�T�� Plan Review _ „�, a . State;�S�urc�att��c E�� " :y , �. , _. , , ., _ . . , , � ..: .w . :.� ,.�,� -� , � � : ...,�k _:.. . ., a .�. 4 _ ��.�.,r ,; , .' ..� � = ...� tnvestigation Fee �`¢S�AC=`='Numbe.r of:`SAC�U:nats' '�'�� ;�� ,,��,'� � - ,�,:, . �� . , _,,,.H . . : .. ,..�. Sewer Connection I �f�_'�E,'�,�C�D',��p,P�IO�A .,.��+`- :?.'� �"'"vl'-��"s �_-�.+��:..: LI� P.ark Fee , , -�� ,�,�,��-.��.� ,�,y� � -��i,�"'�xa�r,,�.�as6�#'�i.'tl1�JII -1�+�ns�aL��n'�'6,.'+�H�,as,�.��W}i�� ..�n� . �the � 9A�'�Ri lEVr43 �� K�r �i r(specify) , .. .�..,r ,.,�.�,.�p�„ _. . . us�s"�aex�s�s .: . �.,:.. ,.;..-; _�,n �� :� . , . . , _ , . - . Calculatetl By: - S uare Foota e :$ per Square`Foota e ( Basement X = � 1 St Floor X _ � 2na Floo� )( I = � Garage X = � Estimated Construction Value: � L U�pC9C� �= Orono.Inspections Requirec! Work Requiring Separate Permits Required'State Permits ❑ Site ❑ Plumbing ❑ Grading/Filling ❑ Well ❑ Hardcover Removal 0 Mechanical ❑ Fire � Efe�trical fl Footing ❑ Septic D V1/ater Connection ❑ Poured Vllall ❑ �ireplace � Sewer-Connection ❑ Foundation Survey ❑ Masonry ❑"Lawn frrigation ❑ Radon Rock Bed ❑ Mfg. fl framing ❑ Other(specify) 0 Insulation -Built Survey Final - - ❑ Other(specify) REMARKS (in-house): O.ther Review: Reviewed by: Date Approved: A�cess:Existing: 0 YES 0 NO New: ❑ YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERM(T) Updated: D9/11/2009 z:lfortnslplan review checklist.docx . . � ' Christine Mattson From: Darren Amundsen [Darren.Amundsen@bonestroo.com] Sent: Friday, November 04, 2011 9:57 AM To: Lyle Oman Cc: Christine Mattson; Melanie Curtis; Phil Caswell Subject: 4099 Highwood wall backfill testing The below is a partial copy of the wall plan from the engineer for the 4099 Retaining wall. These are the tests required by the design engineer (not Phil). Test results verifying the backfill meets the requirements of A-C below is what we are requesting be on file with the city. In a perfect world, these would be done ahead of time and the property owner would also want these done before the backfill is placed. The wall design relies on the backfill soil properties below. .,,,. <,,., � _ Bc�Ckfi A. Bo�Ctfll shON COnSist OI so�thot K kee OI d�tXh Orx1 deie►er+0�us mOlC+�id. BOCkfifl ShO�mRAt tt1�tOM�Dwirrg gOtklliOn in OCCOrclOnCe wEth ASTM D-i22: ��e�e:,�m r'er�a�t PaksinQ 3/4 inCh 75-140 np.! 20�l OD no,•10 t3 bQ no.20b 0�30 Fi. MOCKtM SAO�f1dYA O N1�StiCA'y R1�l�Px�YI� c 15 CF1p tiqulU l�tit (LL)a rYCy� �STM�43t8. C bockl�stx��t+cYve a pet�k efifeclive Inction o�le of 3�`.as d�texrrarrod by � diett st�eclr testi�q. a. me controcta sd�!oa�a�ir►csap4nd4n�aa resr rc:v'fs ro•�e�rfv+r►�+n+� �kfi�rrtie�ets Ihe�quien�nh of A Ihrc)ugh C. Darren Amundsen, PE Associate Bonestroo, now Stantec Tel 651-604-4894 Cell 651-775-5623 darren.amundsenC�stantec.com stantec.com Bonestroo has joined Stantec, a professional services consulting firm recognized for its leadership in sustainability, depth and diversity of talent, and technical expertise. The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. � Please consider the environment before printing this email. 1 � ORON� CQPY �Bonestroo Memorandum �� n� 2335 Highway 36 W ro: Darren Amundsen Project: 4099 Highwood Road Date: 11-3-11 St.Paul,MN 55113 Tel 651-636-4600 From: Phil Cdswell Client: City Of Orono Fax 651-636-1311 Re: 2011-01336 File No: 000139-11000-1 WWW stantec.com Project Review Information Summary: Project Name/Location: 4099 Highwood Road Developer/Property Owner: Seran Design Engineer/Firm: Cameron Roberson —Sole Proprietor (MN#43483) Documents Reviewed: Site Plan (2008) with Proposed Wall Layout (2011) Design Wall Cross Section Segmental Retaining Wall Design Calculations (7' Ht.) Segmental Retaining Wall Design Calculations (2-Tier) Date Received: At City of Orono, 10-28-11 Project Review Comments: 1. Project includes privately-owned modular block/segmental landscape retaining walls that will be installed at 4099 Highwood Road. 2. Site drawing submitted shows the wall layout relative to boundaries, buildings and other site features. Deviation from this layout is not approved. 3. A geotechnical report and recommendations were not provided. Soil properties for the retaining wall were assumed in the calculations submitted. 4. Plans were prepared by a professional engineer, licensed in Minnesota, and plan content appears appropriate to direct retaining wall construction. 5. Calculations for global/slope stability were not submitted. Applicant shall have actual site conditions evaluated by a qualified design professional to determine whether or not global stability analysis is required. Submit determination in writing. 6. Applicant shall ensure that backfiil design properties indicated on the plans are verified by an independent testing lab, including: a. Soil gradation meets specifications. b. Soil plasticity meets specifications. c. Backfill soils have a peak effective friction angle > 34 degrees, as determined by direct shear testing. d. Wall elevations, grades and back slope are verified to conform to design Submit documentation verifying conformance with backfill soil specifications to City. END OF COMMENTS Actual hardcover 2006 Proposed hardcover 2007 - len tfi X width S.F. len th X width S.F. A. House 32.00 X 26.00 832.00 32.00 X 26.00 832.00 8.00 14.00 112.00 8.00 14.00 112.00 - Fireplace 1.80 X 4.00 7.20 1.80 X 4.00 7.20 Entry 4.00 X 7.70 30.80 6.00 X 7.70 46.20 New addition 8.50 X 14.00 119.00 B. Garage 22.00 X 22.00 484.00 22.00 X 22.00 484.00 shed 8.50 X 14.00 119.00 structual hardcover 1585.00 1600.40 structual hardcover C. Driveway see attached (#1929) X 922.90 18.00 X 47.00 846.00 planning commission recommendation D. Sidewalk sidewalk to garage 3.50 X 35.50 124.25 3.00 X 10.40 3120 Stairs garage stairs to garage 4.50 12.00 54.00 3.00 1620 48.60 Sidewalk west sidewalk 3.50 X 26.75 93.63 3.00 X 26.75 80.25 west sidewalk 5.25 X 425 22.31 5.25 X 4.25 22.31 E. Patio/Deck deck 10.75 X 30.75 330.56 10.75 X 30.75 330.56 Stairs deck stairs to deck 3.50 X 8.75 30.63 3.50 X 8.75 30.63 F. Landscape G. Retaining Walis lakeside wall 19.60 X 1.00 19.60 19.60 X 1.00 19.60 e.wall 11.00 X 0.58 6.38 43.60 X 1.00 43.60 H. Other w.wall 9.00 X 0.58 5.22 42.80 X 1.00 42.80 driveway wail west 66.30 X 1.00 66.30 X 0.00 driveway wall east X 0.00 shed wall 29.00 X 0.58 16.82 X 0.00 nonstructual hardcover 1692.60 1495.55 nonstructual hardcover � total hardcover in zone 3Z77.60 3095.95 � zone area 6654.6 SF � % of hardcover ' 49.3 46.5 '_ Q � � n'C �' � : �. �, November 1 l,2011 MSE Project No.: 11-0195 File No.: OOOl39-11000-1 � City of Orono Permit No.: 2011-01336 MSE Mortariess Systems Eogineering To: Mr. AI Seran AnSRWDesignFiim Subject: Response to Memorandum (Project Review Comments) by Stantec dated 1 1-3- 11, Proposed Segmental Retaining Wall (SRW), Seran Residence, 4099 Highwood Road, Orono, MN Reference: Design Cross Section, Seran Residence, 4099 Highwood Road, Orono, MN, by MSE, dated October 24, 2011 , Menzorandum(Project Review Comments)by Stantec, dated 11-3-11 ' Mortarless Systems Engineering, Inc. (MSE) has prepared this letter responding to the subject project review comments of the reference Menaoranduna. Specifically, MSE is responding to comment items 3, 5 and 6. With regard to comment item 3.,the proposed SRW has a design bearing pressure of<1300 psf. It is MSE's understanding that many governing codes, including the 2007 IBC, do not require soil investigations when loads are less than 1500 psf, and allow for a presumptive allowable bearing capacity of 1500 ps£ As such,MSE believes a geotechnical report is not required. With regard to comment item 5., global stability, the overall stability of the soils surrounding(but not including)the reinforced soil mass of an SRW, is typically a concern when the proposed design of an SRW includes large loads(> 1500 ps fl and/or surcharges imposed on relatively steep sloping conditions. The proposed subject SRW geometries include flat grades on top of the walls, with no surcharging, and predominantly flat grades in front of the walls, with some 3:1 (H:V)grades in the short bend areas. [ It should be noted that grades are determined perpendicular to the wall face.] As such, with consideration of the proposed loading (<1500 psf bearing pressure), and relatively flat geometries,MSE believes a global stability analysis is not required. With regard to comment items 6. a. thru c., MSE has obtained and visually observed a sample of the proposed backfill material. Per ASTM D2488, Standard Practice for Description and Identification ofSoils(Visual-Manual Procedure),the proposed backfill soil can be classified as a brown silty fine to coarse sand with trace clay and fine gravel. Additionally, it may be assumed based on this classification, and design reference charts (see Soil Mechanics, NAVFAC Design Manaral 7.1, 1982), that the proposed backfill soil has a peak effective friction angle of at least 34 degrees. As such, MSE believes the proposed backtill meets or exceeds design specifications for gradation,plast'c-� -and�<strength. ��ESS�O� � Res� tfully, ��N ��BF\�ti� � �� ;v�� f � /, ,;��f�� r �� - cis �,�' ��°�� ,� -�, .. �. ii ` f�lq�q3A83 � Z' rn'�� Cameron Rob�rsdn,I$�fi•Ob/3D/12 � ��i President �*\ �I*�' sT CIV11 �P �lF�f MINN�SO \— 325 Alliance Place NE,Rochester,MN 55906-3975� phone 507.535.3526 fax 507.529.2879 e-mail info@mortarless.net . National Concrete Masonary Association Page 1 of 10 SRWaII (Version 4) Report Project Identification Project ID : 11-0195 Project Name : Seran Residence Owner . Client :Seran Prepared By :J. Schulz Company : Mortarless Systems Engineering, Inc. Address : 325 Alliance Place NE Rochester, MN 55906 Telephone : 507-254-6110 Section : 2-tier section Project File : 2-tier section.prj Vendor Data File . Date and Time : 10/24/2011 10:44:58 Type of Structure : Reinforced Wall Wall Geometrv Design Wall Height(ft) : 5.00 Embedment Wall Height(ft) : 1.75 Exposed Wall Design Height(ft) : 3.25 Number of Segmental Wall Units : 10 Walllnclination(degrees) : 10.57 G rades Top Slope(degrees) : 0.00 Uniform Distributed Surcharpe Live Load Surcharge(Psfl : 75.00 Dead Load Surcharge(Psfl :450.00 Dead Load Surcharge Setback(ft) :4.00 file://C:AProaram Files\NCMA\SRW'all 4.0\Report.html 10/24/201 1 ' Natioral Concrete Masonarv Association Paae 2 of 10 Soil Data Cohesion(c) Friction Unit Weight Soil Zone Description �P � Angle(ci�) �Y��p � S (degrees) � Reinforced Soil Select Backfill(SW-SM) N/A 34.00 125.00 Retained Soil Select Backfill(SW-SM) N/A 34.00 125.00 Leveling Pad Soil Base Aggregate(GP-GM) N/A 45.00 135.00 Foundation Soil Silty Clay(CH) 100.00 24.00 125.00 Segmental Unit Data Segmental Unit Name : Diamond Cap Height(Inches) : 3.00 Unit Height(Hu)(Inches) : 6.00 Unit Width (Wu)(Inches) : 12.00 Unit Length (Inches) : 16.00 Setback(Inches) : 1.12 Weight(Infilled)(Ib) : 80.00 Unit Weight(Infilled)(pcfl : 120.00 Center of Gravity(Inches) : 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Mirafi Miragrid 3XT 2 Geosvnthetic Properties Geosynthetic Product ��b�ft� RFcr RFd RFid (Ib ft) Ci Cds Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 ------------------------------------------------------------------------------------------------------------------------------------------------ file://C:AProaram Files\NCYIA`,SRVv all �.0\Report.html l0i?�i�011 ' National Con;;rete Masonary Association Page 3 of 10 Unit-Unit Interface Properties Minimum Shear Shear Friction Maximum Shear Capacity(Ib/ft) Angle Capacity(Ib/ft) 1076.00 26.00 2150.00 Geosynthetic-SRW Unit Connection Strength properties Minimum 1st Inflection Point(Ib/ft) 2nd Inflection Point(Iblft) Geosynthetic Product Conn. Connection Max Capacity Normal Load Normat Load (Ib/ft) (Ib/ft) Capacity (Ib/ft) Connection (Ib/ft) Capacity(Ib/ft) Miragrid 3XT 355.00 925.00 633.00 2032.00 695.00 Geosynthetic-SRW Unit Shear Strength proqerties Geosynthetic Minimum Shear Friction Maximum Product Capac ty(Ib/ft) Angle Cap chty Qb/ft) Miragrid 3XT 1076.00 26.00 2150.00 Design Criteria For External Stability Analysis � FOS Sliding : 1.50 FOS Overturning : 2.00 FOS Bearing Capacity :3.00 Base Geosynthetic ratio(L/H) :0.60 Reinforced Soil-Retained Soil Interface Friction Factor : 1.00 Reinforced Soil-Retained Soil Interface Friction Angle : 34.00 (degrees) file://C:�Program FilesWCMA\SRW�aII 4.0\Report.html 10/24/2011 Natior�al Concrete Masonary Association PaQe 4 of 10 Design Criteria For Internal Stability Analysis FOS Tensile Overstress : 1.50 FOS Pullout : 1.50 Anchorage Length (ft) : : 1.00 Wall-Retained Soil Interface Friction Factor : 0.67 Wall-Retained Soil Interface Friction Angle(degrees) : 22.78 Design Criteria For Facing Stability Analysis FOS Geosynthetic-WaIlConnection : 1.50 FOS Crest Toppling : 1.50 Max. Reinforcement Spacing : 2.00 Vertical Components Vertical Components of Earth Pressures Used :Yes Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) : 0.186 Reinforcement Soil(Static)(Kah Horizontal Component) : 0.182 Internal Modified Back Slope(Bint) : 0.000 Orientation of failure plane from horizontal(degrees)for ; 54.275 Internal Stability Retained Soil(Static)(Ka) : 0.185 Retained Soil(Static)(Kah Horizontal Component) : 0.170 External Modified Back Stope(Bext) : 0.000 Orientation of failure plane from horizontal(degrees)for ; 53.297 External Stability ---------------------------------------------------------------------------------------------------------------------------------------------- file://C:�Proaram Files\NCMA\SRWaII 4.0\Report.html 10/24/2011 , National Concrete Masonary Association Pa�e � of 10 Resuit of External Stability Static Analysis Calculated Design Criteria FOS Sliding 2.73 >1.50 FOS Overturning 6.25 >2.00 FOS Bearing Capacity 6.31 >3.00 Base Reinforcement Length(L)(ft) 5.00 Base Reinforcement Ratio(UH) 1.00 >0.60 Detailed Result of External Stability Analysis Calculated Total Horizontal Force(Ib/ft) 711.38 Total Vertical Force(Ib/ft) 3240.01 Sliding Resistance(Ib/ft) 1942.55 Driving Moment(Ib-ft/ft) 1557.24 Resisting Moment(Ib-ft/ft) 9735.84 Bearing Capacity (psf) 6983.68 Base Eccentricity(e)(ft.) -0.02 Eccentricity Ratio(e/L-2e) 0.00 Maximum Bearing Pressure(psf) 1106.65 Results of Internal Stability Static Analysis SRW Anchor FOS FOS FOS Layer Geosynthetic Elevation Length Spacing Unit product ft ft Length Overstress Pullout Slide # ( � ( � (ft) >=1.50 >=1.50 >=1.50 ��2 00 7 Miragrid 3XT 3.00 5.00 2.40 4.25 1.87 8.20 OK 3 Miragrid 3XT 1.00 5.00 3.47 4.43 5.64 4.88 OK ---------------------------------------------------------------------------------------------------------------------------------------------- file://C:AProaram Files\NCMA\SRWa11 4.0\Report.html 10/24/2011 ' National Concrete Masonary Association Page 6 of 10 Detailed Results of Internal Stability Analysis SRW Anchor Tensile Pullout Sliding Siiding Geosynthetic Elevation Length LTDS Unit product (ft) �ft� Length ��b�ft� Load capacity Force Capacity # (ft) (Ib/ft) (Ib/ft) (Ib/ft) (Ib/ft) � Miragrid 3XT 3.00 5.00 2.40 1654.06 389.41 729,13 220.84 1811.28 3 Miregrid 3XT 1.00 5.00 3.47 1654.06 373.47 2104.91 526.63 2568.91 Results of Facing Stability Static Analysis FOS ' Un`it Elev Geosynthetic Crest Co nection # (ft) Product Toppling �=1.50 >=1.50 7 3.00 Miragrid 3XT 2.85 2.98 3 1.00 Miragrid 3XT 2.38 Results of Facing Stability Analysis(Moment 8�Connectionl SRW Heel Resist Connection Unit Elev Geosynthetic Product Drive Moment Moment(Ib- Connection Capacity # (ft) (Ib-ft/ft) �ft� Load(Ib/ft) (Ib/ft) 7 3.00 Miragrid 3XT 57.69 164.68 143.47 427.13 3 1.00 Miragrid 3XT 209.51 499.26 file://C:AProQram Files\NCMA\SRWaII 4.0\Report.html 10/24/20ll ' Nation�l Conc•rete Masonary Association Paae 7 of 10 Internal Compound Stability Result SRW Factor �F� EVu Or �,Fs EFgrid EDynF EWt EQI EQd Units S�ety (Ib/ft) �Ib°ft� (Ib/ft) (Ib/ft) (Ib/ft) (Ib/ft) (Ib/ft) (Ib/ft) 1 1.692 3846 912 2819 11 0 5819 541 1983 2 1.803 2726 920 2216 350 0 4222 501 1670 3 1.771 2163 981 1786 17 0 3309 427 1140 4 1.858 2166 855 1641 29 0 3294 421 1263 5 1.906 2108 579 1429 37 0 3183 438 1244 6 2.367 2178 565 1256 229 0 3270 467 1474 7 2.314 1303 552 802 0 0 1942 354 782 8 2.563 1136 378 591 0 0 1708 347 767 9 3.321 1000 267 381 0 0 1500 358 752 10 5.795 862 187 181 0 0 1285 351 738 Basic Internal Compound Stability Static Result Lowest FOS : 1.692 Critical Failure Plane Location - Height of Exit at Wall Face SRW Unit :# 1 Elevation : 0.00 ft Distance to Entrance at Top Grade : 8.01 ft Internal Compound Stability Geometry SRW Factor Arc Arc Arc Arc Exit Arc Exit Arc Arc Of Center Center Radius Enter Enter Units Safety (Xc) (Yc) (R) �X2) �Y2� (X1) (Y1) 1 1.692 0.000 8.917 8.917 0.000 0.000 8.011 5.000 2 1.803 -13.907 31.952 34.427 0.093 0.500 7.513 5.000 3 1.771 -3.369 13.640 13.131 0.187 1.000 6.519 5.000 4 1.858 -1.276 11.583 10.202 0.280 1.500 6.519 5.000 5 1.906 0.373 9.794 7.794 0.373 2.000 6.519 5.000 6 2.367 0.467 12.329 9.829 0.467 2.500 7.016 5.000 7 2.314 0.560 10.160 7.160 0.560 3.000 5.524 5.000 8 2.563 0.653 12.158 8.658 0.653 3.500 5.524 5.000 9 3.321 0.747 15.911 11.911 0.747 4.000 5.524 5.000 10 5.795 0.840 26.690 22.190 0.840 4.500 5.524 5.000 -------------------------------------------------------------------------------------------------------------------------------------------------------- file://C:AProgram FilesWCMA\SRWaII 4.0\Report.html 10/24/2011 ' National Concrete Masonary Association Page 8 of 10 Wall Reinforcement Layout Q.S�ft � � I ' I ' ! i � � a � � 1 D_�-deg �.Iira�id 3=*;T � ., =.C��ft 1.-� ft � liira�i��:T � �.Gr,� r� C�.`C� ft Project Identification Project ID : 11-0195 Project Name : Seran Residence Owner . Client : Seran Prepared By : J. Schulz Company : Mortarless Systems Engineering, Inc. Address : 325 Alliance Place NE Rochester, MN 55906 Telephone : 507-254-6110 Section : 2-tier section Vendor Data File . Project File : 2-tier section.prj Date and Time : 10/24l2011 10:44:58 file://C:AProaram FilesWCMA\SRWaII 4.0\Report.html 10/24;2011 National Con�rete Masonary Association Page 9 of 10 Internal Compound Stability Graphics Lo�;est FC�S: 1:44' � * i * #� � � ��:� �.._ m_._� ._� _ _` �` .»......�.. .�'--- _ � _ p p'p+ }i y��+. _ - '�� : � K-= 1 L - .�.. �-' _,�.r".� ." " '�. . . . � - � �� _ -- H�-1.=11.at� fC � 1. � ft Global Stability has not been addressed Project Identification Project ID : 11-0195 Project Name : Seran Residence Owner . Client : Seran Prepared By : J. Schulz Company : Mortarless Systems Engineering, Inc. Address : 325 Alliance Place NE Rochester, MN 55906 Telephone : 507-254-6110 Section : 2-tier section Vendor Data File . Project File : 2-tier section.prj Date and Time : 10/24/2011 10:44:58 file:UC:�Prooram Files\NCMA\SRWaII 4.0\Report.html 10/24/2011 ' Natiotlal Cor�crete Masonary Association Pa�e 10 of 10 Project Notes : See design cross section by MSE, dated 10-24-11. Soil Notes : Contractor shall verify soil parameters prior to and during construction. See design cross section by MSE, dated 10-24-11. Unit Notes : Contractor shall place drainage fill material in cores of block and to a minimum distance of 12"behind the block. Place a 4'strip of filter fabric at top of drainage zone. See design cross section by MSE, dated 10-24-11. file://C:AProgram Files\NCMA\SRWall 4.0\Report.html 10/24/20l 1 ,.� ��: --- __ . - -- - � '� _ - � � � • i � S/T,�' � �1.lR1J°�� 0�: ,�/� �'��r�� err,� - ' , ,,�� j7 �Q 9�' �y��od o� � � .�� ,,� ,'�, � �� o� 1�, �r'yI�r.�oa� L�►,�� yr"�,�e Q s" � � � �� f�n kQ, f�e/t�c�� Co, �tif/y . ` � � 4` k °� � �° I Z � - � � � � {1: � � ,�st. �, ,� � � �-� / t� �' � /`� r � ��/ �vc! � q, �� ,,�' ,� ��`�G� ��4^. /q Proposed Wall ��'�, �I � %�" � '� °� � + � \r`� - ' �� ! O -� c, ! I I ✓ � � � � \ jL�.;�t�~ '��5q�'' L� � � ��\ : � i ��.,, n `(� `�. � � � �. �q,�a? �g .�� n�r U, �. • ,. � q 9 , � s'�'� / �� C. , / ', N .� � / P��s�°� � � '� ` 11.ar ��. ?'��d"SL� �` I� q� o�l�� 1 � . : � Q, 1 ' '� q�� / ` � �°� � �r i 1�C� / / q ri �� t;� � , �'. �� a19 ` ` � r � q•il� r.. � q'r1� / , c� o - � ' •� � �,��E� / �l �.a��tiry' .s�/�/ '� o `'� °� ,��r � � �. �, q�,� � lq~ .� y �, ��'xTs�� 0 4i,{�df" �� ' / �� v. , � �ijt�1 t b� ` / �. �sjj� �56.�' ' . � ,�•�` �;,$ � y _-� 1 ` � "�! 1� � ,� � �'�� 4 ;'' . .:� � \`� � � J � _ 5'�or� '. ,U �do��9'{� / q� S �� 93 � �-.� � ' �' �' a�nL. : ��,z� � 35� � z' _ `� 9�, J'� ey r 1nq . 9 : 3 �. 0 � �� ✓r'^� r � y�lL.��. �i� � T� �� .�' � � �� '� � � � 4°`�9 f `''�`� q�� / �� Q A . � EiR`/Sf . � ��l' �y , �� / _I� ��:r � . 3 o p�,... � ;�� , i� �lv t� '3-�: /� ,� ��.1 � � � � �`�. � s.. �.,� �y ��' , �,. �� .r,�� e'!b• � ' _ \ � Gp,, -"� ��}:.' /� �,5 . � � ;� �,/ � �d�� . � '� � � � �,� LEGEND / Proposed Wall �. � 4 �� Q ` c,� � � � v . i�,. � � ��. . g ` .�� ` t�:�t�..�L {� Denotes Sat Rebar R:LS. No. 14i6? �� b�`�� . ��'' � �� f,,., / � � De+SoMs Found I�un Pipe ~� �,�,!`�, eJ'/•;,�,— �(I�, a /� �✓ / �'L \� �1�`+ � t� D t tto�; Pk' NQrI ir� Blfarrr�lh eus � ��'�''�k7� �� / � q ,/ �� DESCRIPTfON `�� q�'� f�� i�ti�� . �� . r� 9s ./ � � � . a � •� .--- =.Ex%st%' �irivl�r- �4�.r��, �%y�tr�000�iL�r�G � �../ �^' � ,..' � ' , ,��° � � — � "� /�f � �/ � � � p�'°�-'� �tt/'re fan:�''q�,��rfc�v,�n Co.� °� / r��ir��a�'' - /�✓l7�TC.f'e fa� �� ' .f � . C��FfC, Q ' / /_ � �'� �z--1�it��s ...F�r%s�S'. � � / � a . �. _ � �� , 1� �-t��f��, , har� � / �� -� , r � � �, � 9�s PoPos�� E�e��a�ic>ts �xxx� �ttfo�s- �'.-a�osra� Y ��fy thct thl� aurv+ey, pian oi' E�CVQ fp'Of'l raPert wna prepar�d by res� or��der.my o, � � �tract au�,eMsion.end that t om. c duiy � �gr,�3.D �- 1D e�laT`�S IDirix7%�f( RDgtatered.1.�d.Surveyor under the Ja� � ,� �D.WC.SIf f�tldr' = pf'1L'�qt+1 af„S of tha Stote o(.i�(tnnesotn. � � � �� . �'rat-i�� F�onr = �3,9.S l�ri�Ac� _ ae�� .s= S��zoo� iP��. �=31-�oo8d�� . � T"p or��'��nda�`:o�= dra'�a�z. _ � � ,' 00 9 B/�. ~ � l Barton G..u,�„s Re,�. 9-/(�'Z i; IdN Raq- Nc: 79t62 � / �( ;, st�.S'rrrvP� 3-J2 -�DO,+�� ! S�if:1 m�/ �� _ _ �. °�'� G / l��GZ�G�� o� � C ITY OF ORONO y � Street Address: Mailing Address: Telephone(952)249-4600 c�' G� 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 �qkFSH�� Orono,MN 55356 Crystal Bay, MN 55323 I www.ci.orono.mn.us �3•Zr0 •15 March 17, 2014 �`"�`�- �"` �- � �� Q/� AI Seran l�l1lJ�C (�[T y� �m� � 4099 Highwood Road Mound, MN 55364 —��— RE: Building Permit Numbers: �� 2009-00491 (garage) 8� 2011-01336 (retaining walis and stairs) In the process of closing out building permit project files, I noticed that final inspections have not been completed on the above two permits on your property. Additionally we have not received an as-built survey showing the as-constructed additions. Please call Building O�cial, Lyle Oman at 952-249-4625 to schedule a final inspection for the garage. We continue to hold an escrow of $2,500 pertaining to the project. Once the weather permits, please have an as-built survey and hardcover calculations prepared by a surveyor and submitted to us. Your escrow will be refunded once our engineer determines the property conforms to the approved building permit plans and approved grading plan. Please see the attached City code section regarding survey requirements. Please contact me at 952-249-4620 or at cmattson@ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORNO YV�►� �O��o'►"� Christine Mattson Planning Assistant Attachment � � March 17, 2014 4099 Highwood Road Page 2 of 2 Sec. 86-68. Permit application; information required. (a) The application for a construction permit shall include such information as may be required by the city, which may vary between types of construction projects. (b) Surveys required: (1) Initial survey. Any building or general permit application for construction of a new structure or expansion of an existing structure shall be accompanied by a certificate of survey prepared by a Minnesota Registered Land Surveyor unless the building official determines the construction project is exempt from this section. The certificate of survey shall conform to the standards on file in the office of the building official. (2) Foundation suivey. A foundation survey shall be submitted to the city for review and approval, unless exempted by the building official, upon completion of the foundation work for all buildings and all additions to buildings. The foundation survey, prepared by a Minnesota Registered Land Surveyor, shalf certify the lot dimensions; front, side, rear, lakeshore, and wetland setbacks; and foundation elevation. A foundation survey must be submitted before proceeding with framing or further construction. In lieu of a survey a letter prepared by a Minnesota Registered Land Surveyor containing the same information as a foundation survey may be submitted. (3) As-built survey. An as-built survey, prepared by a Minnesota Registered Land Surveyor, shall be submitted to the city for review and approval upon the completion of all buildings and all additions to buildings, unless exempted by the building official. The as-built survey shall certify the final topography of the site; verify drainage patterns; and provide hardcover calculations for lots in the Shoreland Overlay District. An as-built survey must be approved before the issuance of a certificate of occupancy. In the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, applicant shall provide a sufficient financial guarantee and establish an escrow agreement to ensure completion of the as-built survey. (Code 1984, § 12.02; Ord. No. 49 3rd series, § 1, 9-8-2008) � A , �Ol VO C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 y�, ` 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 l,9KESH��,G Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us March 17, 2014 AI Seran 4099 Highwood Road Mound, MN 55364 RE: Building Permit Numbers: 2009-00491 (garage) & 2011-01336 (retaining walls and stairs) In the process of closing out building permit project files, I noticed that final inspections have not been completed on the above two permits on your property. Additionally we have not received an as-built survey showing the as-constructed additions. Please call Building Official, Lyle Oman at 952-249-4625 to schedule a final inspection for the garage. We continue to hold an escrow of $2,500 pertaining to the project. Once the weather permits, please have an as-built survey and hardcover calculations prepared by a surveyor and submitted to us. Your escrow will be refunded once our engineer determines the property conforms to the approved building permit plans and approved grading plan. Please see the attached City code section regarding survey requirements. Please contact me at 952-249-4620 or at cmattson@ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORNO �� Christine Mattson Planning Assistant Attachment � � March 17, 2014 4099 Highwood Road Page 2 of 2 Sec. 86-68. Permit application; information required. (a) The application for a construction permit shall include such information as may be required by the city, which may vary between types of construction projects. (b) Surveys required: (1) Initial survey. Any building or general permit application for construction of a new structure or expansion of an existing structure shall be accompanied by a certificate of survey prepared by a Minnesota Registered Land Surveyor unless the building official determines the construction project is exempt from this section. The certificate of survey shall conform to the standards on file in the office of the building official. (2) Foundation survey. A foundation survey shall be submitted to the city for review and approval, unless exempted by the building official, upon completion of the foundation work for all buildings and all additions to buildings. The foundation survey, prepared by a Minnesota Registered Land Surveyor, shall ce�tify the lot dimensions; front, side, rear, lakeshore, and wetland setbacks; and foundation elevation. A foundation survey must be submitted before proceeding with framing or further construction. In lieu of a survey a letter prepared by a Minnesota Registered Land Surveyor containing the same information as a foundation survey may be submitted. (3) As-built survey. An as-built survey, prepared by a Minnesota Registered Land Surveyor, shall be submitted to the city for review and approval upon the completion of all buildings and all additions to buildings, unless exempted by the building official. The as-built survey shall certify the final topography of the site; verify drainage patterns; and provide hardcover calculations for lots in the Shoreland Overlay District. An as-built survey must be approved before the issuance of a certificate of occupancy. In the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, applicant shall provide a sufficient financial guarantee and establish an escrow agreement to ensure completion of the as-built survey. (Code 1984, § 12.02; Ord. No. 49 3rd series, § 1, 9-8-2008) 2011-01336 4099 Highwood Rd aa�ance 4099 Highwood Rd $o.00 Summary All Variances-Permits get a$500 Engineering credit and a$67.50 Legal $0.00 Legal credit(2008 and later) AI Seran Engineering $1,145.00 4099 Highwood Rd Subtotal $1,145.00 Preliminary Plat Application Fees Paid Mound,MN 55364 Credits -$500.00 Payments ($645.00) Balance $0.00 Total Application Fees $0.00 Legal Invoice Date Activity Invoice# Amount Prelim Plat Improvement Fees Total $0.00 Fees Paid Applicable to Engineering Prelim Plat $0.00 Engineering Invoice Date Activity Invoice# Amount 02/15/12 Nov 2011 engineering 20120033 $ 1,145.00 actual invoice 645.due to credit Final Plat Application Fees Paid Total Final Plat App Fees $0.00 Total $1,145.00 Final Engineering Fees Paid Fees Paid Applicable to Engineering Final Plat $0.00 Credits Date Payment Type Check# Amount eng ($500.00) Total Fees Paid $0.00 Total ($500.00) Payments Date Payment Type Check# Amount write off ($322.50) O6/19/12 ($322.50) Total ($645.00) 1/24/2014 t�i V�W� � �`Permit � � � �J " . ► ►' �.I —' I �1 P� � �J �J �' � _a. P�rtnit#: ::�:datF aci 2009-00491 f' < ,. , , ��ttE�_ Pertnit Address: 4U99 Hfghwood Rd r �. - >, ,-� . t-. ` Parcellssue � Pertnit Issue General� Faes ��sP�o►�(��Notes�Applkant Detail�CO Detail� Seq Inspedion Type Inspector Date Status H Fee Rec ► � � t ��• - � � 2 Foundation Survey B/4 Framfng � 3 Framfna WGIB 8/12l2010 P 0 � 4 Insulation WGIB 9/7/2010 P Y 0 � 5 Wallboard � 6 Final . 7 As-BUitt SUrvey ►* X Add New Delete � � - ---- ______. �- Permit �� o i O i �3 �� _� i�� ► ►� � __J � ��-A � � �� Qi Pemtit i�: 2011�01336 .J,- Y �' ��es= P�rtnit Addr�ss: 4099 Hlghwood Rd � ;; - � ,;., r Pertnit Issue J � Paroel Issue I General� Fees ��P�a�(z)�Notes�Aaplisant Detail�CO Detail� Seq inspedion Type mspedor Date status H Fee Rec ► �� ,�.� � �� 2 As-Built Survey ►• � X Add N!w DN�t! �Permit �� p �'�, � I� � ► ►I ��i _� � � PIN� � � �� 4i Pemtlt#: 2011-01299 � ,.u"___ PeRnit Addrlss: 4099 HlghwOod Rd c' . _ - "" Parcellssue I- Permit Issue Generol� Fees Inspectfons(1) �Notes�Aaolicant Detail�CO Detail j Seq Inspedion Type Inspedor Date Status H Fee Rec ► � ►+ X I Add New Delete