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Home My WebLink About2015-00636 - boathouse , CITY OF ORONO * 2 0 1 5 - 0 0 6 3 6 * + � 2750 KELLEY PARKWAY DATE ISSUED: 06/24/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 1410 CHERRY PL PIN : 08-117-23-33-0081 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTIOI�I TYPE : BOATHOUSE ACTIVITY : 649-ALL OTHER BUILDING& STRUCTURES VALUATION : $ 25,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) IN-KIND BOATHOUSE REPLACEMENT NOTE: DO NOT BACKFILL BEFORE DRA[N TILE HAS BEEN [NSPECTED. INITIAL: �I� APPLICANT PERMIT FEE SCHEDULE 433.65 STATE SURCHARGE(VALUATION) 12.50 STONEWOOD, LLC TOTAL 446.15 153 E LAKE STREET Payment(s) WAYZATA,MN 55391- CHECK 13553 446.15 (612)462-4000 Minnesota State License#: BUIL-BC594315 OWNER TORGERSON, KEVIN&TERESA 1410 CHERRY PL MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only[he work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within I80 days of[he date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. � '� � �' (Q�zy/�i S '� � � � � p icant Permitee Sign re Date Issued ignature Date 1 , r CITY OF ORONO .- BUILDING PERMIT APPLICATION .S,��Lpo%� FOR NEW STRUCTURES OR ADDITIONS �O� Mailing Address: Permit number: �l.s' � � O PO Box 66 Crystal Bay, MN 55323-0 66 Date received: �� ( � � �, Street Address:� �� Received by: �. `� 2750 Kelley ParkwayC �/�, Plan review fee: ��• o `qKESH�� 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: %y/o G��r�, �/�� 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: �{o�e.t.�+oD.� LLG State License# ,aG�9�/ 3 i S Expiration Date: 3 3� Zol(, Phone: _(cell) !�l Z • �f01 • 33�-($ (office) (a/Z • y(o2 • �/Giap Mailing Address: /S3 E. �� Cit : a 2a a ZIP: S"S3q/ Contact Person: a s ow ,-//,' s Applicant is: ntrac / Homeowner (Circle One) Email and/or Fax: ,'a,so.,. s�o�� • cow PROPERTY OWNER INFORMATION: Name: cv�'K o,w� %u-oSA � v c-�so.� Phone(day): 97Z lak3 • �aS3 Address: lNlD vvy /� ..�s City: �rono ZIP: �`S3lvy Email and/or Fax ��v;,� -�ov�kwsoµ(�i �+�w:( . Cow� ARCHITECT/ENGINEER INFORMATION: Name: 7k�.e, f�a�s�n. G�-awp Phone(day): U,/Z • 7pSa • 3S 72 Address: 3�-107 �C;�w�u. L�•..�.� �o��► City: �y w.ou.�.. ZIP: �`'1 N Emailand/orFax: ni� � �.o,..�.sc.ti�..owp�.�,,,�. cpw� PROJECT INFORMATION: Descri tion of ro�ect: 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 ,1 detached garage ❑ Residence ❑ Private Sewer �Other: (specify) po..-t'�ow$t ❑ 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:1(Specify) �][ Other�(Specify) 15320 Minnetonka Blvd ��-M•ouS2 aaw-1'koµ�e j��A' Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) � ZS�Do� Last Updated: January 2015 f � � STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction i a. Length(ft.)= �Z Number of bedrooms= �N/ood/Frame / b.Width(ft.)= 22 Number of garage stalls: ❑ Masonry Areas in square feet Attached= ❑ Metal ❑ Pole Bldg. c. Basement= Detached= ❑ ICF d. 1St Story = ❑ On-site Prefab e_ 2�d St°ry- ❑ Off-site Prefab f. '/z Story = ❑ Other(please specify): g. Total Area= Z�� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ � Buildin Permit Escrow A reement and Fees T�e fv o wsc .�rw�,- ❑ ❑ 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'/z 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 �e ... w�� vw e ❑ � Se tic S stem Certification ❑ �. Minnehaha Creek Watershed District(MCWD)Permit or ' Documentation from MCWD statin no ermit is re uired W�� /�� ❑ � Landsca e Walls and/or Retainin Wall Plans ❑ C4. 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. Confdential 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 compietion of the as-built survey and all site improvements. Applicant's Signature: Date: S�/y�2o�S Owner's Signature: Date: Last Updated: January 2015 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 � Signed Escrow Agreement & Escrow Payment i%� f- �ws� ��''"��` �c Building Plans (to scale) x2 � Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 x Hardcover Calculations (if applicable) T��/ �`� �ws� /°�'"�.�'` I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating )C the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: �`�� rvy �`,« Permit #: Last Updated: January 2015 ' � > BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# AGREEMENT made this day of , 20_, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") ("Owners"). Recitals 1. A building permit application has been filed a located at the ("Subject Property°), legally described as 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, enqineerinq, 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 # 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: Internal Use Only: 0 Original to Planning �Copy to Property Owner 0 Copy to Street Flle Last Updated: January 2015 � . PLAN REViEW CH�CKLIST FOR NEV1/ STRUCTURES / A,DDITIOINS �� , , Address: �� l�f� �� 1�� Permit No.: �dl� ' ��c'3� Description of work: ��l '1�� 1� � � Date Rec'd: �- �e°°-� Septic review by: �� Date Approved: � Zoning revievv by: Date Approved: Building review by: ` Date Approved: � Grading review by: Date Approved: viJ Zoning District: L g� Zoning File#�: � "� t� Reso#: `� Reso Date:,�� ".�.�� Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Sunrey Submitted: �es � No Date of Survey: � !�� Revised date(?): Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Con�our Rerimeter(linear feet) = 50% = L.F. below grade #of Stories FOR A BUILDING WITH A BASEMEMT QR CRAV1fL SPACE: FOR A BUILDItVG ON A SLAB FOUNDATION: The distance beriveen the lowest proposed The distance be:ween the top of START WITH floor(of the basement or crawl space)and START W ITH slab and the highest point of the 9" the highest point of the roof. roof. - If you have a... If you have a... e GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(no (no windows): Subtract half windows): Subtract half the distance the distance between the between the highest point of the roof highest point of the roof to to the low point of the corresponding the low point of the SUBTRACTION gable or hipped roof corresponding gable or (BASED ON . GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof ROOF TYPE) windows): Subtract half the distance (BASED ON • GABLE OR HIPPED ROOF between the top of the highest ROOF TYPE) (with windows): Subtract window and the highest point of the half the distance between roof the top of the highest • ALL OTHER ROOF TYPES(flat, window and the highest mansard,etc):No subtraction. point of the roof • ALL OTHER ROOF TYPES SUBTRACTION Subtract the distance between the (flat,mansard,etc):No (BASED ON basemenUcrawl space floor and the subtraction. € EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing EQUALS Defined building height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building height i Shoreland District MGWD Permit �verage Lakeshore Setback Bluff I�ie4? �"Yes 0 No Permit Number: � Yes O No N/A O Yes No O � N/A—see attached o� � Setback: Stormwater Quality Existing Hardcoder �roposecl Overlay District (%and s� �ardcover Variance Requireci CUP Required Tier circle one %and sf " Yes 0 No Q Yes o 1 2 3 4 5 Type(s): Type(s): ��° ��in� Updated: January 2015 �� i�� z:\forms\plan review checklist 2015.docx � 75� OF ON�f� REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee (/ SAC— Number of SAC Units Other(specify) S uare Foota e $ er Square Foota e Basement X = $ 151 Floor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits Required State Permits C7 Site ❑ Plumbing � Grading/ Filling � Wefl ❑ Silt Fence/ Erosion Control 0 Mechanical 0 Fire Electrical ❑ Hardcover Removal � Septic a Water Connection � Footing 0 Fireplace 0 Sewer Connection Poured Wall � Masonry � Lawn Irrigation � Foundation Survey 0 Mfg. Q Landscaping � Foundation Waterproofing � Other(specify) ❑ Radon Rock Bed 0 Framing ❑ Insulation As-Built Survey � inal her(specify) �c�ln 7�"l-� REMARKS (in-house): r`. Other Review: Reviewed by: Date Approved: Access: Existing: � YES � NO New: Q YES 0 NO OFFICl�LL REf1�ARKS -TO BE NOTED ON PERMIT AND INITIALLED � D � ✓ / �j //� .�'� Gt P �6't .�f Updated: January 2015 z:\forms\plan review checklist 2015.docx :. :: >, . . .. . . . - , , . �� ;� . _ ,_ ` � � .��'',.��``�� , . * :, .. _ . . -. x, ..et�.:. L..44.i".c . 'Christine Mattson From: Christine Mattson Sent: Friday, June 19, 2015 11:10 AM To: 'Jason Phillips' Cc: Mark Hauri; 'kevintorgerson@gmail.com'; 'Permitting' Subject: 1410 Cherry Place/#2015-00636 Jason, The building permit will be ready to be issued up on Monday,June 22"d for the in-kind replacement of the boat house. Per our conversation yesterday, the Minnehaha Creek Watershed District (MCWD) has not issued a permit for the lake stairs and retaining walls. The landscaping contractor cannot begin work on the lake stairs and retaining walls without a permit from the MCWD and a zoning permit from the City (application attached). A copy of the survey or certified site plan must be submitted with the zoning permit application showing the proposed exterior/landscaping improvements i.e. patios, grading, sidewalks, retaining walis, etc. The plan must also include the name of the individual who is performing the work. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono � MN : 55356 (physical addressJ PO Box 66 :, Crystal Bay !: MN ', 55323-0066 (mailing addressJ `�' 952.249.4620 ` � 952.249.4616 �' cmattson@ci.orono.mn.us 'E � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015 1 'Christine Mattson From: Jason Phillips [Jason@stonewood.com] Sent: Tuesday, June 16, 2015 4:37 PM To: Christine Mattson Cc: Melanie Curtis; Mark Hauri Subject: Fw: MCWD Permit 14-467 Attachments: 14-467 permit plans.pdf; MCWD Water Resource Permit Application_electronic.pdf Christine, We have an existing MCWD permit for 1410 Cherry Ave that the boathouse replacement would be covered by. Permit#14-467. Please see the forwarded email below from Terrance at MCWD. The replacement of the in-kind boathouse does not require additional District permitting. However, prior to the landscaper installing the stone steps to the dock, they will need to apply for a floodplain alteration permit. Jason Phillips Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-401-3348 Cell 952-697-5591 Fax www.Stonewood.com From:Terrence Chastan-Davis<tchastan-davis@minnehahacreek.or�> Sent:Tuesday,June 16, 2015 4:24 PM To:Jason Phillips; Christine Mattson (Orono) Subject: MCWD Permit 14-467 Hey lason, Attached you will find the original project survey that we have on record. Based upon the most recent survey you sent today, it appears the stairs from the boat house will be in the floodplain of Lake Minnetonka (931.5'). If this is the case, the project will require a floodplain alternation permit (see attached).An in kind replacement of the existing boat house does not require additional District permitting. However, if the location or dimensions of the boat house change (in comparison to the attached plans), please let us know as different District rules may apply. If the boat house dimensions have changed, please provide a survey showing what modifications to the existing project are proposed and where they will take place. Please show all erosion control measures that you are planning on installing as well. If you have any questions or concerns regarding this information, please feel free to contact me. Thank you, � Terrence Chastan-Davis Distirct Representative Minnehaha Creerk Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4581 2 ' Christine Mattson From: Adam Edwards Sent: Monday, June 15, 2015 3:53 PM To: Christine Mattson Subject: RE: 1410 Cherry Place/#2015-00636 Approved plan. Note the 7 ft+ retaining wall became a less than 4 ft retaining wall on the latest set of plans. From: Christine Mattson Sent: Monday, June 15, 2015 2:31 PM To: Adam Edwards Subject: 1410 Cherry Place/ #2015-00636 Adam, We have received updated survey dated 6-15-15 and engineered plans for the retaining wall dated 10-31-2014. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono , MN ; 55356 (physical addressJ PO Box 66 ; Crystal Bay � MN 55323-0066 (mailing addressJ �' 952.249.4620 � 952.249.4616 � cmattson@ci.orono.mn.us "! � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 throuqh Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFF/CE WILL BE CLOSED: Friday,July 3, 2015 i , � o I�� Ch.err y �au- � � � �=. �� Za5-�� : C H I N:O► VI�'�� N F R S � � Nx... � �S . �G CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651779-7700 FAX 651 779-7114 , www.criterium-schimnowski.com October 3 l� Zo�4 oRONo co�� John Hink Solution Blue 318 Cedar Street ��:"��'� Saint Paul, MN 55101 ,_ _ . �', .._.. ,`,? C6�1° ��_ ��O6V� RE: Boulder Retaining Wall Typical Section 1410 Cherry Place Orono, Minnesota Project No. 14-1462 Dear Mr. Hink: This letter is being sent to discuss our typical engineered section for the proposed boulder retaining walls at the 1410 Cherry Place in Orono, Minnesota. This design is based: a Landscape Plan prepared by W Landscapes dated October 25, 2014; a Certificate of Survey far the property prepared by Gronberg and Associates dated October 27, 2014; and a site layout plan provided by you on October 31, 2014. There are several retaining walls]ocated on the back/lake side of the house. They vary in exposed height from about 3 feet to 1 foot. Included is a two-tiered retaining wall section with a total height of approximately 6 feet. A minimum wall batter/setback of 8° (�1 inches/vertical foot) should be used. Slopes as noted below will be present at the top and bottom of the walls. No groundwater or other surcharge loads have been designed for the walls. If site conditions vary from what is shown on the Typical Section, please call me to discuss other options. Refer to industry standard practice references for installation information, specifications, and details. - Boulders 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°Io standard proctor. - Insta]] woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to ].5" crushed stone The design of the wall system assumes the following: - Soil conditions: Sandy Si1tlClay, friction angle= 30.0 degrees, unit weight of 120.0 lb/ft3 - Allowable soil bearing capacity=2,000 psf - No external surcharge loading behind walls - Slope at bottom of wall = ]0:1; Slope at top = 10:1 LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 1410 Cherry Place, Orono,Minnesota � � , October 31, 2014 ' • . Page 2 of 3 - Minimum embedment depth = 6" - Boulder Type: 12"-36" Direct concentrated surface drainabe away from the walls� The wall design was performed using the design guidelines presented in ifie thv-d edition of the "C��' n Manual for Segmenta] Retaining Walls" (DMSRW)published by NCM� in �009. If soil condtt�b , proposed wall layouts, or other design parameters vary from that assumed, a revised analysis may be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, � I + Paul Schimnowski, PE CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 • t41'b Cherry Place, Orono,Minnesota � � October 31, 2014 Page 3 of 3 DESIGN PARAMETERS AND PROVISIONS 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3.NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF KBH CONSULTING,INC. 4. OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY KBH CONSULTING,INC.IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE DOCUMENTS. 5. REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP AND BOTTOM OF WALL(S). REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6.FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALLS. 7. KBH CONSULTWG,INC.ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE GROUNDWATER CONDITIONS. 8.THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. 9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW).PUBLISHED BY NCMA IN 2009. 10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE KEY PLAN. 11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12. RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 IMPERVIOUS FILL TOP BOULDERS, NP. 12" DEEP • (12" TO 18" BOULDERS _ ALLOWED FOR FINAL GRADE ADJUSTMENTS) ��j��j�� } . /\�/\�/ 18"-24" MID—LEVEL BOULDERS, TYP. ��\�/�\�� 6—OZ. WOVEN GEOTEXTILE 4 FT. MAX FILTER FABRIC 24"-36" BASE BOULDERS AROUND CRUSHED ROCK IMPERVIOUS FILL 3' MIN, 12" DEEP NUMBER OF BOULDER COURSES WILL VARY AS NEEDED \�\j�\j�� /��/��/ . � •. . 12"-18" TOP BOULDERS, TYP. %��//��/% . •, � :•• : �� 12" WIDE LAYER OF � • WALL BACKFILL COMPACTED 95%' 3/4" DIAMETER CRUSHED ROCK OF MAXIMUM STANDARD PROCTOR DENSIN 4 FT, MAX — 18"-24" MID—LEVEL BOULDERS, TYP. 24"-36" BASE BOULDERS WALL BACKFILL COMPACTED 95� 6—OZ. WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR Bou�nE FILTER FABRIC DENSITY DEPTH AROUND CRUSHED ROCK — . .. . — ii ii�� t��ittlllt111�� WALL EMBEDMENT = 6' MIN, — � ```�� `0.X��Ar r` j _ „ �I_ �� ' �r ... • � � n : ': , . . �i �. a . .. : � 9E r UNDISTURBED � —I I I I I I—I I I—=�� 4" DIA. DRAIN PIPE /u ; *.� SOIL � OUTLET � END OF WALL EMOIiYEER : � OR � 40' CENTERS MAX � �• 40120 ' �' 8" CLASS 5 LEVELING PAD COMPACTED ��'• . 1*� 100� STANDARD PROCTOR REQUIRED BEARING CAPACIN = 2000 PSF i��7�.,'_•". � a`` TYPICAL SECTION - GRAVITY BOULDER RETAINING WALL ''��Q1 N 11�`��`' SCALE: NONE Designed By� PR❑JECT NAME/ 1410 CHERRY PLACE / �RONO, MINNES�TA Date� PDS L�CATI�N� 11/3/2014 Checked By� CLIENT: SOLUTION BLUE Pro�ect No� PDs CRITERIUM-SCHIMNOWSKI ENGINEERS 318 CEDAR STREET 14-1462 161 DUNBAR WAY PHONE:651.779.7700 Scale� �To�Di,MN SSllS FAX:651.779.7114 SAINT PAL7L, MN 55101 Drawing NaMe� AS N❑TED pschimno@criterium-schimnowski.com PHONE: 612-294-0038 TIERED B❑ULDER WALL `Chrisfine Mattson From: Christine Mattson Sent: Wednesday, June 03, 2015 9:48 AM To: 'jason@stonewood.com' Cc: 'kevintorgerson@gmail.com'; Melanie Curtis; Roger Peitso Subject: 1410 Cherry Place/#2015-00636 Attachments: Combined escrow Agreement-2015-00636, 2014-01108 and 15-3728.pdf; Survey Requirements - March 2014.pdf; Zoning Permit Application May 2015.pdf Jason, On May 20, 2015 the City received a building permit application for retaining walls and in-kind replacement of a boat house. 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 City Engineer has reviewed the survey and made the following comments. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) addressing the comments below. a. Top wall and bottom wall elevations, as required by the City's survey/site plan standards and are not provided for the retaining wall next to the lake(P). Walls over 4 ft must be designed by a professional engineer. b. During this review it was noted that retaining wall (N) is shown to be 7.9 ft tall and will also require an engineered design. 2. olution. The property owners need to come to City Hall and sign the resolution approving the variance for the retaining walls within 75 feet of the ordinary high water level. They should bring along a driver's license or another form of identification for our staff to notarize their signatures. Office hours during the summer are Monday — Thursday 7:30 am to 5 pm and Friday 7:30 to 11:30 am. The resolution must be signed before we will issue the building permit. 3. Escrow& Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of- pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is $2,500, an updated escrow agreement is enclosed. The property owner must sign the updated escrow agreement and return the agreement to us. No additional escrow money is needed at this time. 4. Separate City Permits Required for: a. 2oning Permit. Prior to the commencement of � exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc., not currently shown on the survev will require a Zoning Permit. Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by emaif at cmattson@ci.orono.mn.us if you have any questions on the above requirements. 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 addressJ `� 952.249.4620 � � 952.249.4616 '� cmattson@ci.orono.mn.us ' � www.ci.orono.mn.us i Christtine Mattson From: Adam Edwards Sent: Monday, June 01, 2015 12:35 PM To: Christine Mattson Subject: RE: 1410 Cherry Place/#2015-00636 Chris, I have reviewed the subject site plan and offer the following comments: � Top wall and bottom wall elevations, as required by the cities survey/site plan standards, are not provided for \ the retaining wall next to the lake (P). Walls over 4ft must be designed by a professional engineer. � C� Retaining wall (N) is shown to be 7.9 ft tall. It requires and engineered design. ,�� 3. Walls (J) and (K) are less than twice the height of the bottom wall (J) and are therefore considered one wall of I� 7.9 ft. The wall requires an engineered design. J �� Adam � From: Christine Mattson Sent: Friday, May 29, 2015 8:33 AM To: Adam Edwards Cc: Melanie Curtis Subject: 1410 Cherry Place/ #2015-00636 Ada m, A variance was approved for a replacement retaining wall within 75' of the OHWL. Attached is a copy of the resolution, which has not been signed yet and submitted surveys. The boat house is also proposed to be re-built in-kind. Please review and provide comments by June 5, 2015. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ' Orono ! MN ' S5356 (physica/addressJ PO Box 66 I Crystal Bay '�,; MN ' 55323-0066 (mailing addressJ �' 952.249.4620 � 952.249.4616 � cmattson@ci.orono.mn.us ':: � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015 1 ' • . . , City of Orono R �O �0�� o�vo Hardcover Calcutation Works ee i, � ' Property Address: ��,/� CHFn�Y 1 f C E T G� .v ' � P ( o k .,�e 1'o ) '�`�%��`� Prepared by: Date: Gkor✓8E'RG ;� AJ'1':,r��5�.��' .-�„�°e� - � - Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2:'PROPOSED 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 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 sta#us of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total , Surve S uare Feet Exam le Gara e 24'x 30' 20 S.F. i q � �� t Z S.F. B � �=- . �i .Gj.-) � ` S.F. 04 S.F. � � F S.F. � E F -�i-� .�' / S.F. L?�f' S.F. G T� S.F. H lT'`��w 8 S.F. � � v�R � S.F. J /�r/�.t<G('R !.:��L.� s3� S.F. K " �` SO S.F. L .� . t�! , -�S' c;,;,F S.F. M ., fF S.F. N `' " �0 5.F. � _F'7'vr✓r: FT� Gvr4'�/� S.F. P .�'. �.fLG�'.�: :�:��ti4{ w _;r�'�'c�,� �'6 S.F. Q r� t� R ,�. ., �. ,�: „ !z S.F. S . . ,. .�Z. S.F. T — �_ S.F. �;�• _ S.F. U .k�� ,�E.,"" �r=t.��=r��' D�CKCNT'a.�' S.F. � e �� c��. � �c. Q S.F. W �t:�- � _ S.F. X � �NF , � Y S.F. a � �✓ f _:'y-' 7c��.�=' S.F. Z S.F. 1 Tota! Pro osed Hardcover S.F. Excludable Hardcover See Ci Code Sec 78-1684 : w:-�.-e�%F�c =_ :�eC: c..f r;' r != 7:� �iSO�9+`6`d " 2D S.F. C �/2fT .�dCr ` G!= "If"!4'rr G�L�' Gc.1,�L/< F O .S.F. S.F. S.F. S.F. REC��V Total Excludable Hardcover ,�Q � S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. APR �� Total Lot Area 2.�' �..� S.F. Proposed Hardcover Percentage ((3)=(4)] a(f �Q ��, 6� CJ �'i1T(OF �R,T T,!v c�-�-✓�,�� c 4�E/� _, r �' f�) �o�-t: E f dC�c�:�c'��s�u,r:��r. -� -��'7�r•'�%,� � ' January B,2013 .3D 2 9 -f /��,7 � � • � d'.�� :: ,�- G!�Ek�:'T, T"'i fi�..!/`rl � � � /6�7 T 3-� � f'�-r�-'G , _ _ -__ ---- - _ _ _ '�.�� PERMR n...� . ADDRESS � . OWNER TELEPHONt n.,._ CONTRACTOR ��^��1�'��- i.c�0[,a � DESCRIPTION ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ �EP IC INSTALL 2 OWNERICONTRACTOR�YOU:� ES_NO v�i COMMENTS: � � le�.. f� ' �K - � � O / , � � �/'D v[C�G �`O�t f�I'�u v4S r 9 i t d.04�1�. /14.c�ra�i � rb�i�� Q' /'Gv<1r 14�1 .'�XL/ �/ W . � - p7.�C/C� �Ots/ o `3�a Q z � �.-a-� .:�� a� � <l s - O!� W ��'..��G � J d W ❑WORKSATISFACTOFiY:PROCEED ❑ PROJECT COMPLEfE �,,,�RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Si/l�rl Inspector. �-� 1r' 7� White Copylinspector's File Canary CopylSite Notice � ADDrs��.._ OWNER .__ CONTRACTOR � �1^�✓� �� {�• � � DESCRIPTION �/ �� I��C-C��v 1 C(.f S-� l� ❑ FOOTING ❑ DEMO-FINAL /y�� ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI �(�./�—� ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL �-j � .� ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI �J"`" ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ TIC WSTAL Q OWNERICONTRACTOR T MEET YOU• YES_ v�, COMMENTS: � �� "� a G�n � a � , 0 � � 0 � W � Q � 2 W � W � J W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ UE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. - Call for the next inspection 24 hours i advance. 49-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSi Notice v...-- CONTRACTOR �� `—•—- � DESCRIPTION � � ` l� FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ P RED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FtREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: a ��P�`/Cr�.Y�► ` �!/� S v'v' V'G' '1/ � � O �. � � �' — �� Q�� W � .c.G/ `t. `c� �` �o UC r' � Q � z � S h�'�� av� �� dJ�a�( W � � ��i �D J�O U�/' GW ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52 j 249-4600 OwnerlCon r on site: Inspecto White Copyllnspector's File Canary CopyfSite Notice c-� �� E M�� CITY OF ORONO CALLED IN � INSPECTION NOTICE /I SCHEDULED �' � PERMIT NO c��"OD(!�� COMPLETED � ADDRESS �� a- OWNER T LEPHONE NO��-�l�3�7 CONTRACTOR � DESCRIPTION � " u�"l (�t/G��c/l� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �URED WALL ❑ PLUMBING Rt ❑ EXCAV/GRADING/FILLWG Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � a �2 6� r e h4� •� -Fo r�.�.. � �� r�i�-c — o � �f ho�Z`.��s /� a ` v-C. � �`- � 1/e r t ��•c.�5 � 3�`, o � C _ 0 � Q � � � /�6u � � 2 W � W � j � ORKSATISFACTORY:PROCEED O PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C e next i ion 2a hours in advance. (g52) 249-4600 Ow dContractor on site• �� Inspector. White Copyllnspector's File Canary CopylSite Notice r � Client: � � Stonewood, LLC 22,�„ 153 East Lake Street GRADE BY OTHERS Wayzata, MN 55391 RBv Descnotion Date a I I- - _I � � =1 I �- o � � i- °' #4 HORIZ. BARS @ 24"O.C. a ¢ N � � d 4. � � � � o � FOU N DATION PLAN � SAND BACKFILL IS REQUIRED r-� - 12"C.I.P. CONCRETE WALL J'H NEW BOAT HOUSE FOUNDATION PLAN SHOWN FOR REFERENCE PURPOSES ONLY ° VERTICAL BAR OPTIONS: MATERIALS #5 BARS @ 24"O.C. CONCRETE: F'c=3500 PSI Qa 28 DAYS OR#6 BARS @ 36"O.C. � AGGREGATE: FOOTINGS- 1 YZ"MAX. ° • 2"TO VERT.BARS& HOOKS WALLS-3a"MAX. REINFORCING STEEL: ASTM A615 GRADE 60 CONTRACTOR OPTION: DRAIN TILE BY OTHERS BACKFILL AS NOTED: SAND (GROUP I) . 10"C.I.P. CONCRETE WALL RELATIVELY LEVEL GRADE '�raa=30 PSF/FT(ACTIVE) • #5 HOOKS @ 9"O.C.OR#6 a HOOKS�a 12"O.C. ALLOWABLE SOIL . #5 VERTICALS�a 18"O.C.OR -I I I—I I I—I I I—I I BEARING CAPACITY: 2000 PSF NET(ASSUMED) #6 VERTICALS Qa 24"O.C. ��—��1=I I I � �;�I I a HOOK OPTIONS: � #5 HOOKS Qa 12"O.C. OR � #6 HOOKS�a 18"O.C. (4)#4 LONGITUDINAL 2-� � BARS �, a 1'-6" #5 BARS�a 24"O.C. 12"THICK C.I.P. OR CONCRETE FOOTING � #6 BARS Qa 36"O.C. a.. n e d a. . iv a Q a . 3407 Kilmer Lane North M Suke 4 �j'-p" Plymouth,MN,55441 Tel 612-70&3572 � www.hanso�roupmn.eom Pro�ect: Boat House Option 1 WALL SECTION Torgerson Residence 2 1410 Cherry Place S1A CANTILEVERED RETAINING WALL Orono, MN ProfeCt Num6er: 4 257/� � � L ' Date: Mav 6.2015 Sheets: 1 of 1 � COPYRIGHT HANSON GROUP LLC 2015 � , r-e v�. �� ,-a v�. ��z. 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