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Home My WebLink About2016-01192 - retaining wall r}� , , CITY OF ORONO * 2 ld 1 6 — 0 1 1 9 2 * 2750 KELLEY PARKWAY DATE ISSUED: 10/14/2016 ORONO, MN 55356- � (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1285 FRENCH CREEK DR PIN : 10-117-23-32-0007 LEGAL DESC : FRENCH CREEK : LOT 008 BLOCK 001 PERM[T TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : RETAINING WALL>4 FEET ACTIVITY : O/S GENERAL VALUATION : $ 9,000.00 NOTE: REPLACING EXISTING TIMBER WALLS WITH BOULDL'RS APPLICANT PERMIT FEE SCHEDULE 185.83 STATE SURCHARGE(VALUATION) 4.50 SOUTHVIEW DESIGN TOTAL 190.33 2383 PILOT KNOB RD Payment(s) MENDOTA HEIGHTS, MN 55120- CREDIT CARD 4354 190.33 (651)203-3032 OWNER O'CONNELL& LYNNE RASUMSSEN,BRIAN 1285 FRENCH CREEK DR WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this pennit is issued shall be performed according Io the approved plans and specifica[ions,applicable City approvals,and the State Building Code. This permit is for only the work described and docs not grant permission for addi[ional 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 l80 days of the date of issuance,or if construction is suspended for a period of l80 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. ' . _ - � _ �_._._ �"f�� ,� (� �.�c�-�- � �� (�� > �y �k� Applicant Permitee Signature ate [ssued By Signature Date � � .f ; . ' CITY OF ORONO BUILDING PERMIT APPLICATION � FOR NEW STRUCTURES OR ADDITIONS OA, Mailing Address: Permit number: �� d// � f V� CrysBtal Bay, MN 55323-0066 Date received: / -�-� '"�� Street Address:' Received by: T N P y �� 2750 Kelley Parkway Plan review fee: a� !(p -� F ,,�'"� .�o_ 7 9 !�'�fS H�� 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: � 1 Job Site Address: �rj �.�,N(,M �Q��L, pQ.�1/� , OeChl� , M N cj5��_ 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 approva/60 days prior to fhe event. Shuttle bus service will be required unless applicant demonstrates su�cient on-site partcing is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �• T�yta11 pG�St�i1J � "n M Jo�cnrSarJ State License# Expiration Date: Phone: cell t office • 30�Z- Mailing Address: Z383 �� Cit • Z.O Contact Person: M Jp!{N N Applicant is: Contractor / Homeowner (CircleOne) Email and/or Fax: KN L � . CD PROPERTY OWNER INFORMATION: � � Name: L NE �tSM Phone (day): a . Address: Z� -�j � Q�11� Cit : ZIP: 553�� Email andlor Fax E WL ARCHITECT!ENGINEER INFORMATION: Name: (`t V IL tJEStC�� P12d�i�..�61flN�N.S Phone (day): �, . Address: S. Cit : nA�NM�LIS ZIP: �.r4-Z-fl Email and/or Fax: Ef�J I — PROJECT INFORMATION: Descri tion of ro'ect: M.'� VI� �UL/�� 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal �1 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) �01�l.p��- ❑ Multiple Family/Condo �Retaining Wall(s) yV 1�.�,,5 ❑ 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: (specn/ ;fy� ❑ Other(specify) 15320 Minnetonka Blvd ( Minnetonka,MN 55345 Phone: 952-471-0590 �A'� K�t;�V'til'�U Fax: 952-471-0682 www.min nehahacreek.or A 0 0 0 SEP 2 6 Estimated Construction Valuation (excluding land) $ �-I t � CITY OF ORONO Last Updated: January 2016 ,� , , � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= 2. Occupancy: b.Width (ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= 4. Type of Constn.iction: d. 1 S'Story = e.2"°Story= 5. Code Edition: f. '/:Story = g.Total Area= 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 ❑ ❑ Plan Review Fee ❑ ❑ Com leted A lication Form O O 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 ❑ ❑ 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 O ❑ Data Privacy Advisory Form APPLICANTIOWNER ACKNOWLEDGEMENT: • Agrees to provide all infonnation 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 hislher 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 infoRnation 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 reque� a t Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion th uilt survey nd all site improvements. �r,� RECEIVED ApplicanYs Sign re: � Date: 6 OgiWlty sgned Dy Lynne Rasmussen _� _�^ DN:cn=Lynne Rasmussen,o=Rasmussan law b S E P 2 6 ?_01 fi Owner's Signature: Ly1111e asmu en �.�,.��_�,��,��,�,.�=�5 Date: Last Updated: January 201 CITY OF ORONO }, � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: I Z0� �t,��lA ► U CJl.�.. �, Permit No.: �((� - d��q2— Description of work: I� �YY1�Q,Q,1� 1/V (� Date Rec'd: Q'L.� '�v/ W t Septic review by: ' Date Approved: l� �S 1 � Zoning review by:_S Date Approved: ��'�� '��Q Building review by: .Ic)l.J Date Approved: `� '� '�� Grading review by: W Date Approved: ��'��•�� Zoning District: ' � Zoning File#: Reso#: Reso Date: Zoning: Lot Area: 7 1L� SF AC Width: Lot Coverage: SF % Survey Submitted: Yes � No Date of Survey: �' L� '� � Revised date(?): Landscape plan submitted? � Yes 0 No Landscaper: �U`W I�/� Q�1� p.Q.�lq{/� Proposed Setbacks: Front (L e) Rear(St et) ( N S E W ) ( N S E W ) Other Buildings Wetland Side �ide t 2L� - 2' �60 ' .- Defined Height: ��'"� Peak ' ht: FFE: ,- "` s = - o ��erimeter(linear feet) = 50%��=.��-- `" L F. below grade . Basen►ent? t] Yes � No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement awl space)and measure from hiahest existinq the highest point ot e roof. rq ade to the highest point of the �' START W ITH roof even if fill was brought in to If you have a.. elevate home. SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below gr de—measure (BASED ON windows): Subtract half the distance from hi existing grade to the ROOF TYPE) between the highest point of the roof hi t oint of the roof. to the low point of the corresponding you have a._ gable or hipped roof SUBTRACTI�� ' GABLE OR HIPPEG ROOF GABLE OR HIPPED ROOF(with (BASED C)N' (no windows): Subtract half • windows): Subtract half the distance ROOF F�'PE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the ;' the low point of the i� roof �' corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF /'/ mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basemenUcrawl space floor and the � the top of the highest � EXISTING highest existing grade adjacent to the window and the highest � GRADES) foundation OR 10 feet(whichever is less). ,� point of the roof � • ALL OTHER ROOF TYPES / (flat,mansard,etc):No EQUALS Defined building height j subtraction. Defined building height EQUALS Updated: May 2016 z:\forms\plan review checklist 5-2016.docx f,�� I /��'J y�'�y ,; , . ,t Average Lakeshore Setback g�uff Shoreland District MCWD Pe it Met? �Yes 0 No Permit Number: t � � ❑ Yes 0 No N/A � Ye No \. � N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf , j . ) � � Yes ❑ No � Yes No 1 2 � 4 5 � � ,, ,' Type(s): Type(s): l J i ,;';,J ( , , Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC-Number of SAC Units (� Other(specify) �� Square Footage $ per Square Foota e Basement X = $ 1 St Floor X = $ 2"d FIoOr X = $ Garage X = $ /�,� �' h Estimated Construction Value: $ `/, ('�U Orono Inspections Required Work Requiring Separate Permits �Footing � Site � Plumbing ❑ Grading/Fil►ing � Poured Wall � Silt Fence/Erosion Control O Mechanical � Fire 0 Foundation Survey ❑ Hardcover Removal 0 Fireplace � Water Connection 0 Framing 0 Other(specify) 0 Masonry 0 Sewer Connection ❑ Waterproofing/Drain tile ^^r� �� Mfg. � Lawn Irrigation P g � � / �" � Other(specify) ❑ Landscaping 0 Foundation Water roofin ❑ Framing JC��L( o� �-�vl� e Qs 0 Insulation As-Built Survey �d�f�e�f Final 0 Lathe Required State Permits ❑ Other(specify) � Wetl ❑ Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx �,� 1 1 Builder Acknowledgement Form � Permit #2016-01192 / 1285 French Creek Drive Builder Representative Name: rtc 0- Srrn�•� ��Z-�-tt�_o6�Z� Permit Conditions: Initials Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a rninimum of a 24 hour notice prior to G..-��-�- •��"�"'�-�"�� inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. - A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning '�,_._ - and repair of roadways for any adverse impacts. Protect current septic site location with snow fence or similar material. 2- Prior to the release of escrow money an as-built survey must be submitted and approved. �--- - _ 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 approved prior to construction. w:\street files\french creek dr\1285\builder acknowledgement form 2016-01192.docx �, . 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 Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 r Hardcover Calculations (if applicable) I aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will c CWD at 952-471-0590 regardin ' proj Signed by• �-�'- Address: �Z-� �L�7VG�1 QI�I�I/� Permit #: � /� -D I l Last Updated: January 2016 �, . . City of Orono ��.o�%. Hardcover Calculation Worksheet ' ,� Property Address: ' 12�5 f=�e.,�� C�ec k D�.�e ''`�'��`�a`i Prepared by: n Date: ` �a� /Vi�ewt��c ��.G • �1�� f,sonS � `�ILZ�I� M� G.�G� 52�o s Stormwater Quality Overlay District Tier: (Circle one) 7ier 1 Tier 2 Tier 3 Tier 4 7fer 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 status of the property. For 7ier 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 Total Surve � ) Length x Width S uare Feet Exam le Gara e 24'x 30' 720 S.F. A �ov5�i- �l-rt-�gGNE'o �},¢./�(vE 237 S.F. B '`� s��'�G Y22 S.F. � cK D ir�n�trNo✓s � �or s.F. 3 S.F. E I�VE 5 i S.F. F � ,t/i r rN0 D�GK G o S.F. S.F. H r f � � E� . . . 3( S.F. � .v ft mN � 2 S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. z S.F. S.F. 1 Total Pro osed Hardcover / / S.F. Excludable Hardcover See Cf Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area 2 7 S.F. P�oposed Hardcover Percentage ((3)+(4}] /CI t� o�p ! � RECEIVED This is an lnformation pecket regarding Hardcover. Every effort has been made to rnsure the accurecy of the intormation containe,�EP 2 6 2 016 her�in;however,riany in(omr�tion is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 CITY OF ORQNO , � . � � � City of �rono ,��on%. Hardcover Calculation Worksheet ` ,� ' Property Address: �Z$S �'�.c n�� Cvcc� Dr;ve � ; , �p�_ �:k��„��`�' Prepared by: Sa,K /J�z�a ��G. R��1� �.�r� Date: plZzlid �.�� u�.., sz�o s Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTiNG HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properfies, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Surve� Hardcover Item(Describe) Length x Wldth Total S uare Feet Exam le Gara e 24'x 30' 72Q S.F. A H6vSt` -�- �TTir-GN6'o (�'.9Rf� ' l�A�� 12.Z S.F. B LA-�tosc�rp�,�J � 237 S.F. C DEGk S87 S.F. D B�rvn��a/ovr � �o S S.F. E R�VERS LoI$ S.F. F oNC E�' C ort>.✓L�' DEcK b S.F. G H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. s S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. S.F. 1 Total Existin Hardcover iD '�(03 S.F. Excludable Ha�dcover See Cft Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 r0 ? S.F. 4 Total LotArea Z z,8- S.F. Proposed Hardcover Percentage [(3)+(4)] � �,� °/, (Proposed Hardcoverne�page) RECEIVED This is an information packet regarding Hardcover. Every eHort has been made to insure the accuracy of the information contained herein; however,if any infoimation is not consistent with provislons of the City Code,the Code provisrons will prevail. P�ge a ors SEP 2 6 2016 CITY OF ORONO ., Christine Mattson From: Melanie Curtis Sent: Monday, October 10, 2016 2:04 PM To: 'Katie Nicklow' Cc: Christine Mattson; Tim Johnson Subject: RE: 1285 French Creek Drive See below in RED. Melanie Curtis �'952.249.4627 �mcurtis@ci.orono.mn.us From: Katie Nicklow [mailto:KNicklow@southviewdesign.comJ Sent: Monday, October 10, 2016 12:45 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Christine Mattson <CMattson@ci.orono.mn.us>;Tim Johnson <TJohnson@southviewdesign.com> Subject: 1285 French Creek Drive Hi Melanie, We received the letter that was sent over for this project dated October 5t'', 2016, and after reviewing this we have a couple of questions for you: -Certificate of Survey: We submitted the new survey with our proposed improvements as well as an existing conditions survey, do we have to have the surveyor physically sign the COS or is an electronic signature accepted?An electronic signature is accepted if that is how the surveyor does it. -Escrow& Escrow Agreement: is this section just clarifying that the escrow check will be mailed to the client? Correct. -MCWD: We have already applied and received the Erosion Control Permit from MCWD (please see attached) Received. -Zoning permit: We've submitted both a Zoning Permit and Building Permit Application on 9/26/16, was the Zoning Permit Application Received? Please let us know if you need additional items for this. Both permit applications were received. As noted in the letter, please submit 2 additional copies of the Landscape Plan or Survey(meeting our requirements)in order to complete the remainder of the landscaping shown on the proposed Landscape Plan. We cannot combine permit plan sets. The Zoning Permit will be reviewed and approved once the MCWD has issued their Notice of Decision (NOD)on the wetland boundary. Please note,the approved wetland boundary must be shown on a certificate of survey for the permit review. Please feel free to call/email Tim or myself with any questions, or if you need additional information. Thanks! Katie Nicklow � Design Associate Office: 651-203-3032 � Mobile: 612-590-5702 2383 Pilot Knob Rd. St. Paul, MN 55120 � L i �O ♦O C ITY OF ORONO �l � Street Address: Mailing Address: Telephone(952)249-4600 yF G� 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 rqkESH�� Oro�o, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us October 5, 2016 Tim Johnson Southview Design 2383 Pilot Knob Road Mendota Heights, MN 55120 Re: Building Permit Application#2016-01192 1285 French Creek Drive We have discussed a project with you involving a new boulder retaining wall, a larger replacement deck, patio, and replacement of existing timber retaining walls. Because the wetland delineation is still under review with the MCWD the new elements of the plan cannot be permitted at this time. You have chosen to move forward with one of the in- kind timber wall replacements. On September 26, 2016 the City received a Building Permit application for only the in- kind replacement of a timber retaining wall. 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. Our engineer has reviewed the plans and survey: the Landscape Plan by Southview Design submitted does not conform to the City's survey/site plan requirements because the plan must be signed by a licensed professional; and a Lot Survey-Proposed Plan by E.G. Rud & Sons showing the proposed project was submitted; however it is not signed by the surveyor. We require plans to be certified by a licensed engineer,surveyor,or architect; one of these plans must be signed. 2. 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. We acknowledge the receipt of$2,500 from Southview Design for the escrow but be aware per the City's policy the money will be refunded to the property owner. 3. Minnehaha Creek Watershed District (MCWD). In addition to the wetland delineation please contact the MCWD to see if your project may trigger any of their permitting requirements (i.e. erosion control). Please note, the City of Orono will not issue a permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please advise them of your entire project. Regarding the remaining work (i.e. retaining walls under 4 feet, patios, stairs, sidewalks, etc), a Zoning Permit application (copy enclosed) with 2 additional copies of the Landscape Plan or Survey will be required to be submitted and approved in order to complete the remainder of the landscaping shown on the proposed Landscape Plan. We cannot combine permit plan sets. The Zoning Permit will be reviewed and approved once the MCWD has issued their Notice of Decision (NOD) on the wetland boundary. Please note, this approved boundary will need to be shown on a certificate of survey for the permit review. L � October 5,2016 1285 French Creek Drive Page 2 of 2 Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � l/VT'� � Christine Mattson Planning Assistant c via email Tim Johnson Lynne Rasmussen Roger Peitso, Building Official enclosure Christine Mattson From: Adam Edwards Sent: Friday, September 30, 2016 4:10 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 1285 French Creek Drive/#2016-01192 Chris, I've reviewed the grading plan and offer the following comments. 1. The plan does not conform to the cities survey/site plan standards--The plan is not signed by a licensed surveyor or engineer. 2. The primary and alternate septic sites should be depicted and protected during construction. 3. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From: Christine Mattson Sent:Thursday, September 29, 2016 11:32 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: 1285 French Creek Drive/#2016-01192 Adam, This property needs to wait for the wetland delineation to be approved and an alternate septic site located prior to issuing the entire zoning permit (stairs, patio, etc.) and building permit (for a rebuild and slight expansion of the deck). Please review the lower retaining wall to be rebuilt in-kind (20') with boulders versus timbers (which is what is shown on the photo, even though the survey calls them block walls). The additional retaining wall, curve and upper wall will not be allowed to be constructed at this time. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway i Orono � MN j 55356 (physical addressJ PO Box 66 j Crystal Bay j MN � 55323-0066 (mailing addressJ 'I� 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 1 �' � '. OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016 Thursday& Friday, November 24& 25, 2016 2 , << Christine Mattson From: Christine Mattson Sent: Thursday, September 29, 2016 10:40 AM To: 'TJohnson@southviewdesign.com'; 'knicklow@southviewdesign.com' Cc: 'lynne@lawlmr.com'; Melanie Curtis; Roger Peitso Subject: RE: 1285 French Creek Rd /#2016-01192 Tim, My responses to your questions below are in red. Christine� From:Tim Johnson [mailto:TJohnson@southviewdesign.com] Sent:Wednesday, September 28, 2016 5:36 PM To: Christine Mattson <CMattson@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: 1285 French Creek Rd Hi Christine, Thank you for taking the time to meet with me today. I have attached a few images that show the current deck foot print, the lower yard areas to the pond "wetland", and the current timber walls. I have a few comments that I would like you to consider as you finalize your decision on what parts of the project I can start on prior to the 14th. i will list these below and will look for your fol�ow up tomorrow per our conversation. Please feel free to call me on my mobile number listed below if you have any questions and when you are ready to update me on the items in question. • From our conversation today, I am of the understanding that I can begin the wall work prior to the 14t'' if I build the new boulder wall in the same foot print as the lower timber wail. Please understand that my boulders will be a little wider than the current timbers. Yes, I will get the permit ready to be issued for construction of the lower wall to be rebuilt in-kind (20') with boulders. To clarify the pictures show timbers walls, but depicted as block walls on the survey.The proposed extension of the lower wall and the upper wali cannot be constructed until the wetland delineation has been completed and an alternate septic site has been identified. • You are ok with me moving forward with the removal of the current deck. Yes,you can remove the deck, but per City Code Section 58-47(d) no expansion is allowed without design and preservation of a future drainfield site. Although we haven't received the building permit yet for the deck, the deck permit will not be issued until a future drainfield site has been identified and approved by the Roger Peitso, the City's septic specialist. • You mentioned that the only items at this time that could pause the project would be the septic system and if there was a disagreement by the Watershed District on the wetland delineation line? Yes. • I have spoken with the Steve Kennedy (Septic Designer) and he was going to come out to site Monday after his locates were confirmed to review the site. He did recall his previous work and was going to connect with Roger on any further questions. I am hoping he will be able to work out the Secondary location by mid to late next week. • Regarding the delineation line, I am still struggling with the fact that we cannot start the deck prior to the 14th? Per our measuring today, the new deck is only extended out about 1' further than the furthest location of the current deck. The new decks footprint is no further out than the current patio that is under the current deck and the patio area that is further out on the house side (see images). We are eliminating the side catwalk that i you see on the images and going with steps to the lower yard. I understand you go off of like in kind but the patio under the deck today is out as far as the new deck? A deck permit reflecting an expansion cannot be issued until the wetland delineation is approved and an alternate septic site has been located and approved. • What is the difference if the current patio is out as far as the deck that we are building? i would like to think that you would understand that the deck and patio are the same when coming to structures in the position? The deck is structural and therefore an expansion. • Do you really think the deck would be impacted by any change in the delineation line? The delineation line would have to move a good 30'towards the home to have an impact. This is why I am hoping that you will allow us to start on the deck sooner than the 14th? I agree, the deck most likely will not be impacted by the wetland delineation; however, our code requires the delineation be verified for a proposed project within 150' of a wetland. See City Code Section 78-1605. • The building contractor will be stopping by again to resubmit his deck plans. He is hoping to be there by 10 am tomorrow morning. To be clear, the deck pians were never submitted. The deck contractor talked to Roger and I about the deck expansion and we told him at that time an alternate septic site would need to be de identified and t�e then stated he would replace the deck in-kind to avoid having to locate an alternate site. • Take a look at the pond and yard photos. The delineation line marked on site is about 12" off of the water's edge.There is about a 8-9'grade change from this elevation to the patio. I don't think the wetland is any closer to the home than it currently is marked. Citv Code Section 78-1605(c) states a potential wetland within 150' of a proposed project requires a delineation, no flexibility is given for change in grade. Thank you again for your time today and I appreciate you reviewing my thoughts above as you provide further direction. Tim Johnson � Landscape Designer-Partner Office: 651.203.3026 � Mobile: 651.755.4513 2383 Pilot Knob Rd. St. Paul. MN 55120 , .. � , . SOUTHVIEW y DESI(1N� ..�. >4. .. . . t�'d�z on (,t) �ll'' Facebook �� lOU2Z 2 T, , � �� Christine Mattson From: Christine Mattson Sent: Tuesday, September 27, 2016 3:56 PM To: 'knicklow@southviewdesign.com' Cc: 'lynn@lawlmr.com'; Melanie Curtis Subject: 1285 French Creek Drive/#2016-01192 Attachments: SKM_C654e16092613370.pdf Ti m, We received the building permit application for in-kind replacement of existing "timber walls" with new boulder walls. Please reference the attached partial copy of existing survey, with the existing walls highlighted in blue. The existing walls are listed as block retaining walls, not timber walls. Also attached is an annotated copy of the landscape plan showing the walls in a different configuration. This does not appear to be an in-kind replacement. If you want to proceed with the proposed walls as shown,you will need to wait for the MCWD to approve the wetland delineation since the walls are not an in-kind replacement. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway j Orono ; MN i 55356 (physical addressJ PO Box 66 ";` Crystal Bay ; MN ; 55323-0066 (mailing addressJ `� 952.249.4620 8 952.249.4616 i� cmattson@ci.orono.mn.us '. � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016 Thursday& Friday, November 24&25, 2016 1 1 `F � � � �a, „� � -, _ A �.� � �-�,� µ_ �< .t.. � ` ... 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' � ., 7 �' _�., s' Sw � . . -�� . . . _ . -Mi." . ai:ik. -,.� "�, : ;�,, «��'c � � � � PROPOSED BOULDER RETAI NI NG WAL� LS I 285 FRENCH � REEK DRI VE � ��ONO �� ORONO , M I I� NESOTA GENERAL NOTES I. IN PREPARATION OF WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED, BASED ON A REVIEW OF US GEOLOGICAL SURVEY SOIL MAPS OF THE PROJECT AREA. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER�S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. (F THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE A�SUMED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER�S REPRESENTATIVE TO NOTIFY VEC SO THE RETAINING WA.LL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY VEC MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. DESIGN SOIL PARAMETERS: A. RETAINED SOIL: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, GAMMA = 125 PCF. B. FOUNDATION SOII: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, 6AMMA = 125 PCF. 3. ANY EXCAVATION PERFORMED BELOW THE FOUNDATION GRADE OF THE WALL SHOULD HAVE PROPER I:I LATERAL OVERSIZIN6. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT TO THE BACK OF THE LOWEST BOULDER. 4. THIS SET OF BOULDER RETAINING WALL PLANS ARE BASED ON THE PROJECT PLAN, PREPARED BY SOUTHVIEW DESIGN, DATED 9/9/16 AND THE PROJECT SURVEY, PREPARED BY E.G. RUD & SONS, INC., DATED 9/21/16. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALL MAY NEED TO BE REDESIGNED. 5. LOCATION OF THE BOULDER RETAINING WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OFc ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WALLS, OR IF CONSTRUCTION S H E E T I N D E X OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LINES OR EASEMENTS. 6. IT IS IMPERATIVE THAT THE SiTE SURVEYING OF THE BOULDER RETAININ6 WALLS BE BASED ON THE PLANS REFERENCED ABOVE AND NOT PROFILE PIANS SHEET N0. SHEET DESCRIPTION PREPARED BY VEC. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED OP� THE ENCLOSED PLANS AND yyl TITLE PAGE 8 GENERAL NOTES DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR THE BOULDER RETAINING WALL SURVEYIN6 WILL PRODUCE INCORREfT LOCATIONS OF ALL TOP OF WALL AND SHALL BE CORRECTED AT NO COST TO VEC. W2 WALL CONSTRUCTION NOTES 7. WALL GEOMETRY, �OCATIONS, SLOPES AND SURCHARGE LOADS FOR THE BOULDER RETAINING WALLS WERE ASSUMED FROM THE PRO,JECT PLANS REFERENCED �IN3 WALL ELEVATION VIEWS ABOVE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON TNIS PLAN, VEC MUST BE NOTIFIED PRIOR TO CONSTI2UCTION OF THE BOULDER RETAININ6 WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REDUIRED AFTER THE REVIEW, AND MAY W3 WALL LOCATION SKETCH TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. W4 SECTIONS AND DETAILS 8. PLEASE REFER TO ANY PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. PROPOSED BOULDER RETAINING V��ALLS SCALE: O I SHEET: OF: CLIENT: L I W I � SOUTHVIEW DESIGN �/ickery �n�ineerin�� Consulting, LLC 1285 FRENCH CREEK DRIVE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY T!#,R3 THIS PLAN, SPECIFICATIONS, OR I 9-441 �/illa�e�J�Ioo�s�rive ORONO, M I NNESOTA N 0 N E I-IttiCH. IF IT DOESN�T, ADJUST REPORT WAS PR RED Y ME OR R MY D ECT �den Prairie, MN 55347 SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSIONAL �hone: 952-465-8272 TITLE PAGE AND GENERAL NOTES ENGINEER D R A�S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 16-228 � www.vic�;erijen�.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKE � �.i,-�'r.k��i[�,,,��,P��,�;.,��,�,_„�I<��,...� ( �� D,4TE: 9/23/16 DATE: 9/23 REG. No.: 24065 �� BOULDER WALL NOTES DESCRIPTION THIS WORK CONSISTS OF CONSTRUCTING BOULDER WALL STRUCTURES AT THE LOCATIONS INDICATED ON THE SITE GRADING PLAN, PREPARED BY SOUTHVIEW DESIGN, DATED 9/9/16 AND THE PROJECT SURVEY, PREPARED BY E.G. RUD & SONS, INC., DATED 9/21/16. BOULDER WALLS ARE FORMED OF INTERLOCKING, DRY—STACKED ROCKS WITHOUT REINFORCING STEEL, MORTAR, OR CONCRETE. CONSTRUCTION REQUIREMENTS BOULDERS: BOULDERS SHALL CONSIST OF NATURAL STONE WITH VARYING HEIGHTS AND NOMINAL DEPTHS RANGING FROM 12 TO 48 INCHES (FRONT TO BACK). GENERAL: THE FOLLOWING DEFINITIONS APPLY TO BOULDER WALL CONSTRUCTION: (A) BASE ROCK: THE BASE ROCK IS THE LOWERMOST ROCK IN THE BOULDER WALL, AND BEARS DIRECTLY ON THE SOIL SUBGRADE. (B) FACIN6 ROCK: THE FACING ROCKS COMPRISE THE BULK OF THE BOULDER WALL AND ARE STACKED ABOVE THE BASE ROCK. (C) CAP ROCK: THE CAP ROCK IS THE UPPERMOST ROCK IN THE BOULDER WALL SECTION AND "CAPS" THE BOULDER WALL. BOULDER WALL CONSTRUCTION: (A) BOULDER WALL FOUNDATION EXCAVATION: EXCAVATE A FOUNDATION TRENCH AT LEAST (2 INCHES BELOW THE �iRADE AT THE BOTTOM OF THE WALL, RUNNING THE FULL LENGTH OF THE PROPOSED BOULDER WALL, OR TO THE DEPTH SHOWN ON THE PLANS. EXCAVATE THE FOUNDATION TO A MINIMUM WIDTH EQUAL TO THE SPECIFIED BASE ROCK WIDTH PLUS 12 INCHES TO INCLUDE THE AGGREGATE BEHIND THE BOULDER WALL. EXERCISE CARE DURING EXCAVATION OF THE BACK CUT. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR. (B) BOULDER PLACEMENT: PLACE THE FIRST COURSE OF ROCK (BASE ROCK) ON FIRM, UNYIELDING SOIL WITH FULL COrITACT BETWEEN THE ROCK AND THE SUBGRADE. EXCAVATE ANY LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL PRESENT AT FOUNDATION GRADE AND REPLACE WITH SUITABLE FOUNDATION FiLL. COMPACT THE FOUNDATION FILL AS NEEDED. AS THE BOULDER WALL IS CONSTRUCTED, PLACE THE ROCKS SO THAT THERE ARE NO CONTINUOUS JOINTS IN EITHER THE VERTICAL OR LATERAL DIRECTION. STOCKPILE A SUFFICIENT NUMBER OF ROCKS TO PROVIDE A GOOD SELECTION FOR PLACEMENT. TO OBTAIN A BETTER FIT, PLACE ROCKS WHICH DO NOT MATCH THE SPACES OFFERED BY THE PREVIOUS COURSE IN A DIFFERENT LOCATION. AVOID PLACING ROCKS WHICH HAVE SHAPES THAT CREATE VOIDS VdITH A LINEAR DIMENSION GREATER THAN 8 INCHES. EXCEPT IN ISOLATED CASES, PLACE EACH ROCK SO THAT IT BEARS ON AT LEAST TWO ROCKS BELOW IT. LOCATE AT LEAST ONE BEARING POINT A DISTANCE NO GREATER THAN � INCHES FROM THE AVERAGE FACE OF THE BOULDER WALL. THE ALLOWABLE TOLERANCE FOR BASE ROCK WIDTHS IS 3 INCHES; HOWEVER, DO NOT PLACE TWO OR MORE CONSECUTIVE BASE ROCKS WITH A WIDTH LESS THAN SPECIFIED ON THE PLANS. SLOPE THE TOP SURFACE OF EACH ROCK TOWARDS THE BACK OF THE BOULDER WALL AT AN INCLINATION OF AT LEAST 5 PERCENT. THE MINIMUM BOULDER WALL THICKNESS IS BASED ON MINIMUM BASE ROCK WIUTH, AS SPECIFIED ON THE PLANS, AND ALLOWABLE FACE BATTER. THE REQUIRED MINIMUM FACE BATTER IS 10 DEGREES. SECURELY PLACE FACING ROCKS SO THAT THE ROCKS ARE UNABLE TO BE MOVED WITH A PRY BAR AFTER THE BOULDER WALL IS COMPLETE. (C) VOIDS: WHERE VOIDS WITH A MINIMUM DIMENSION OF 6 INCHES OR GREATER EXIST IN THE FACE OF THE BOULDER WALL, CHINK THE VOIDS WITH SMALLER ROCK. (I) IF THERE IS NO ROCK CONTACT WITHIN THE BOULDER WALL THICKNESS, CHINK THE VOID WITH A SMALLER PIECE OF ROCK. (2) CHINKING ROCKS SHOULD NOT PROVIDE PRIMARY STRUCTURAL SUPPORT FOR THE OVERLYING ROCK. (3) CHINKING ROCKS SHOULD NOT BE ABLE TO BE MOVED OR REMOVED BY HAND AFTER BOULDER WALL IS COMPLETE. RESET LOOSE CHINKING ROCKS UNTIL SECURELY PLACED OR GROUTED IN PLACE. DO NOT ALLOW GROUT TO BE READILY VISIBLE FROM THE FACE OF THE BOULDER WALL. (D) BOULDER WALL AGGREGATE: INSTALL AGGREGATE, CONSISTING OF 3/4� TO I I/2" CLEAR CRUSHED A6GREGATE (NO PEA GRAVEL), BETWEEN THE BOULDER WALL AND THE BACK CUT FACE BEING SUPPORTED. THE AGGREGATE LAYER SHALL 8E TO THE DIMENSIONS SHOWN ON THE PLANS, WITH A MINUMUM DEPTH OF 12 INCHES. PLACE AGGREG��TE CONCURRENT WITH BOULDER WALL SO THAT AT NO TIME IS EITHER MORE THAN 12 INCHES HIGHER THAN THE OTHER. SEPARATE THE AGGREGATE FROM THE BACK OF THE BOULDERS BY A NON—WOVEN GEOTEXTILE (MIRAFI 140N OR APPROVED EQUAL). OVERLAP THE NON—WOVEN GEOTEXTILE AT LEAST 18 INCHES AT ALL SEAMS. THE TOP OF THE A6GREGATE SHOULD ALSO BE "CAPPED" WITH THE GEOTEXTILE, AS SHOWN ON THE CROSS—SECTIONS. PROPOSED BOULDER RETAINING WALLS SCALE: O I SHEET: OF: / CLIENT: �/ickery �n�ineerin�� Consultin��., LLC �Z$5 FRENCH CREEK DRIVE � I WZ 4 SOUTHVIEW DESIGN VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 1 49-41 villa�e Woo�s�rive ORONO, M I NNESOTA N 0 N E I-INCH. IF IT DOESN�T, ADJUST REPORT WAS PR REO Y ME OR R MY D ECT �.c�en Prairie, MN 55347 BOULDER WALL NOTES SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSIONAL Fhone: 952-4-65-8272 ENGINEER D R A S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 16-228 www.vic�Cer�jen�.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKE ��'��f �� <�� :�(� ��I��,�;��C� DATE: 9/23/16 DA7E: 9/23 REG. No.: 24065 •� � ' 6 4 5 2 3 W4 W4 W4 W4 W4 963 —963 963 963 WALL 2 TIES INTO 962 WALL I AT —962 962 TOP OF WALL GRADE BEHIND WALL 96Z 961 STA 0+08 t —961 961 961 L E G E N D 960 —960 960 96U TOP OF WALL 959 —959 959 959 958 —958 958— � —' -- — — — _ 958 WX - INDICATES CROSS-SECTION TO 957 GRADE BEHIND WALL —957 957— BASE OF WAIL —q57 BE USED (SEE SHEET W4) 956 —956 956— FINiSHED GRADE AT BASE —956 955 � � —955 955� I I I �955 954 � ' —954 � o 'n o �n � 953 � -- � � � —953 0 0 0 0 0 952 - - - - � � BASE OF WALL —952 Q Q Q Q Q 951— FINISHED GRADE AT BASE —951 N N N N N 950� I I �95o BOULDER WALL - ELEVATION VIEW o � o � o 2 WALL 2 (MAX. BEARING PRESSURE = I 000 PSF) O O � � N N N) 0 0 0 0 0 0 o W3 (SCALE: I"=5'-0") Q Q Q Q Q Q Q F- � F- ►- F- � � (n tn (n N (n tn tn BOULDER WALL - ELEVATION VIEW � WALL I (MAX. BEARING PRESSURE = I 500 PSF) WALL 2, STA o+oo W3 (SCALE: I"=5'-0") WALL I, STA 0+00 NOTES I) GRADES SHOWN ARE APPROXIMATE, AND MAY VARY IN THE EXISTING HOUSE FIELD AT THE TIME OF CONSTRUCTION. MINOR ADJUSTMENT OF THE TOP AND BOTTOM OF WALL ELEVATIONS IS PERMISSIBLE, PROVIDING THE CROSS-SECTIONS INDICATED ARE FOLLOWED. SEE SHEET W4 FOR CROSS-SECTION INFORMATION. 2) MINIMUM EMBEDMENT IS SHOWN ON THE CROSS-SECTIONS. EXTRA EMBEDMENT IS ALLOWED IF NEEDED TO ACCOMODATE BOULDER WALL BOULDER SIZES. 3 WALL LOCATION SKETCH W3 (NOT TO SCALE) PROPOSED BOULDER RETAINING WALLS SCALE: O I SHEET: OF: /- CLIENT: �/ic�Cer� �n�ineerii�� Consu�tin�, LLC 12g5 FRENCH CREEK DRIVE � � W3 `+ SOUTHVIEW DESIGN AS VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 14441 �/illa�e�Ioods�rive ORONO M I NNESOTA I-INCH. IF IT DOESN'T, ADJUST , REPORT WAS PR RED Y ME OR R MY D ECT �c�en Prairie, MN 55347 WALL ELEVATI ONS / WALL LOCATION SKETCH SHOWN SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSIONAL Fhone: 952-465-8272 ENGINEER D R A S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 16-228 www.vickeryen�.com DRAWN BY: RWV REVIEWED BY: VEC RONALD cKE �o i�-�'�,L��y t � <<< .ti�.o�,.�,lr��,.,�<<C- DATE: 9/23/16 DA7E: 9/23 REG. No.: 24065 I •� t TOPS01 L TOPSOIL 12-INCH OULDER NOTE: ALL BOULDER SHAPES SHOWN 12-INCM OULDER IB-INCH ARE FOR DETAILING PURPOSES ONLY. _.. _ B«A-�R MIRAFI TYPE ILON I2-INCH ACTUAL BOULDER SHAPES MAY VARY io� eou�oeR .—�IRAFI TYPE 140N io� �\OR EGIUAL) MIN. �YJR E�UAL) M�N� 24-INCH � ) GREATLY IN THE FIELD. BOULDER a�-o• � BOULDER � � 5'-�� BOULDER l SIZES SHOWN ARE MINIMUM DEPTH OF � y i � �� THE BOULDER, AND THE DEPTHS SHOWN � � 1 i I'-0' 24-INCH ' 12" MINIMUM OF L 30-INCH I 1 IN THE CROSS-SECTIONS SHOULD BE BOULDER � FREE-DRAINING �� CONSIDERED MINIMUM DEPTHS INTO THE �MIN) �__� (�IN) BOULDER i2' MINIMUM OF AGGREGATE � FREE-DRAINING ---J AGGREGATE SLOPE (PERPENDICULAR TO THE WALL FACE). BOULDER HEIGHTS MAY VARY. PROPOSED BOULDER WALL 3 UP TO 4-FOOT WALL SECTION PROPOSED BOULDER WALL w4 (SCALE 3/8•=i�-o�) 5 UP TO 5-FOOT WALL SECTION 12-INCH 24-INCH 30-INCH W4 (SCALE 3/e'=1'-0') IE-1NCY. OULDER BOULDER BOULDER BOULDER TOPSOIL TOPSOIL 30-INCH 24-INCH BOULDER � / , 48-INCH BOULDER � ( 36-INCH 42-INCH BOULDER � � 1' � BOULDER BOULDER S I 1 � � � MIRAFI TYPE 140N ; � MIRAFI TYPE 140N 30-INCH � _f� 36-INCH ��OR EGIUAL) �N BOULDER �� OR E�UAL) �Q BOULDER � I MIN. � 1 PROPOSEO BOULDER WALL � �. 30-INCH j 1 � 1 � � BOULDER DESIGNATIONS BOULDER � � ' � ': 9'-0' � �� W�+ (NOT TO SCALE) —•�12' MINIMUM OF 42-INCH � ( FREE-DRAINING BOULDER ' AGGREGATE � frl2' MINIMUM OF I 36-INCH 1 1 FREE-DRAINING ) � TOPSOIL � BOULDER ; � AGGREGATE �� 12-INCH I�-O� I I � � 'oo jI�r BOULDER (MIN) ` ' MIN.I� (----J 48-INCH � � V 18-INCH �f_ �RAFI TYPE 140N 1 BOULDER � BOULDER 3'-0' I ( R EQUAL) L � i L �'-a' ) , �, �, 24-INCH �-�12' MINIMUM OF (MIN) � (M�N) BOULDER � � FREE-DRAINING �1___J ---� AGGREGATE PROPOSED BOULDER WALL 4 UP TO 7-FOOT WALL SECTION W4 (SCALE 3/8'=1'-0') PROPOSED BOULDER WALL PROPOSED BOULDER WALL 2 UP TO 3-FOOT WALL SECTION 6 UP TO 9-FOOT WALL SECTION W4 (SCALE 3/8'=1'-0') �4 (SCALE 3/8'=1'-0") PROPOSED BOULDER RETAINING V+IALLS SCALE: O I SHEET: OF: / CLIENT: �/ic�Cery �nJQ.ineerin�� Consultin�Q., LLC 1285 FRENCH CREEK DRIVE AS � � W�+' 4 SOUTHVIEW DESIGN VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR 14441 �/illa e�/�/oods prive ORONO, M I NNESOTA REPORT WAS PR RED Y ME OR R MY D ECT � I-INCH. IF IT DOESN�T, ADJUST �c�en Prairie, MN 55347 SECTI ONS AND DETAILS SHOWN SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSIONAL �I�one: 952-4�5-8ZJ2 ENGINEER D R AI�S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 16-228 www.vicker�jen�.com DRAWN BY: RWV REVIEWED BY: VEC RONALD cKe � zo i��'�:��t � <<< , „�:��,_,��Ir��,�.�_�_��_ DA7E: 9/23 REG. No.: 24065 DArE: 9/23/16 � ' � '• '� ': LANDSCAPING ' S? �BLO�K••ftET. 9 4.09..._......_.................... 1 •;. � �! � Qi 960.59 �.W/UNDERLAYMENT j�` � J� WAtL '� � \ \ . - 9ti . ....... xa:z; i : � 1 xgg9.65 �'��1� � � ,_,, .. , �' Y \ i � �., 9 ,.�..•• xg ' / '-' \ 53.14 . • �'Sxg58.64. /`'�� 1 3 98 �� 1 , �� . . / fo' '�o +x95 . 9 . ..... 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CREEK, Henne m Count Minnesota . �� ...... 0'�`R' �` ..�� . � m �' �°`�,;' P� Y, � ....... �F',-.•�� .' � .... / � j� �.� . . � � : __.. 1Q� - ISLAND . . . . . : •'� �BIRO HOUSE ; ; ' • � _..� .. ... � . . / ; -. . . . . , , ? � : . _. . .... : • .,.. .,.. ...._. ..,.:,,. . , ., .:, . :...�.: .�. .... . r � ; 942J0 „ � ___ _ _ __ _ � — — — — .•,;,, �• , , - . �- ._— � — � ,,. ., . , _ v�,�_� . ,.., .�_ , , _ � � �- � Spd�L.imits —__ 3 . � �- � 6= �`,� _-- � ,,: _— . �` �' / �— � • . �,,,- / � ` / � `. , �k �� / X.�,:._r.�- T <<'��k ,��5 � Sod � i � � .,- ��t�` / � � F / AND SETBAGK _____--- -' ""_ � � - �--�-------------__ __ ' __ - '`� � / 35_ WE"fL _- ' � -' - --------------:\,��s / --------------'--"'-� � �tn �'-- r �_�''------ - ----------- -- �" �,- � � NY Bluestone Patio �� / � � '� S°d ---------- Gas Fire Tobie I� � � � Sod �� s ' � / �� B",;1 ' �' �'� • � .,} 3 � -�� / � ��' � � � � a I �_ � . .. �. � b , c�.< �jpd 4 _�_ . a- ` � .t.,J-' � , � � I ##r"JI�.0 �'JtQglll9 .� r « �., � �"_.,^;...�,. 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'_'__ _- �t.:// ; I ,^� { � � Sliding �' �� i � � , p Door �,,,�'� , i � � �� A 13"4' *�k, Govered Room, �Ded�--- �` .-./;,, .+ ._— �,s��,;i � ._., � L � `" � Footings � Deco Drain �pyy � :`. , ;r _ �W 1T4¢0` � 6 - � � m � - � �` B Others* � '" Deck Extension TBD in Field; � �� i � u � �� Footing Depth For Stairs Will Need To Be Extra Deep; ` Q � *Atl Deck Treads To Be 12" Deep* q� Q - �` — - .F.:�:'. JOG� �w X g�'.��, r APPr'ox. Location , . � f Of Sump Swe Tree; Install /' Approx Location Of A/G; Protective Tree Fencing A/G Confirm Prior To Install � � � Rain Ba-rel Set On 8" ' E.O. Base Of Stone; Ghmge / 24u N W 5 Gutter Location To Nere I � X .s_ R /I -�„'', � � � `- p / X 960.� �% • �\ P i-^'-�.. :.;�'!'- �': .pOE PO� �.r"",,,,.\ l \ i �~"t.�! r f,'rw',^^_.,'�. / jfJ) 1� { /� �V�� N � . 'y� 1;�._ a�/�JI�r-.�.�� ,'�l� _. ..._ Z�4,. �J � ll� • . / �/ , — G '� DATE TIME CITY OF ORONO CALLED IN INSPECTION C � SCHEDULED �/L� /O;Ofl PERMR NO. ��l�� LETEO ADDRESS �� S �� /��-�- �J� L � OWNER TE ONE N . �2"'� 7"��2d CONTRACTOR �� a '' DESCRIPTION � "�` � �� ❑ FOOTING ❑ DEMO-FINAL ❑ SE TI FINAL � ❑ POURED WALL ❑ PLUMBtNG RI ❑ EX /GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWEH HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OMfNEAICOPITRACTOR TO MEET Y�OU:_YE$�NO � COMMENTS: � i/—�-.. � 7 -e � � J :�� C�t.�� , � ,� i // f�,, � / / O �ds,,a d SG�>�c.. ��. /O�' �`L f�-G�i �� I .. C �exi �c.��' � � " ( �' �' e�v'�� a � � � �'�. �✓v � � W aC Q h / '� S v S�!� �.n. i � � L � � C ��- � � W � , a /��K SATISFACTORII:PFiOCEED ❑PROJECT COMPLEfE � ❑ RRECT WORK�PFiOCEED ❑ISSUE CERTIFICATE OF OCCUPYINCY O ❑LpRRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN IiOURS• ❑pHpTO TAKEN INSPECTOR WILL RETURN ❑GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REW IRED.CALL TO ARRAN(iE ACCESS. Cafl tor the next inspectfon 24 hours in adva (952) 249-�4800 ' OwnedContractor on sRe: Inspector: �3'- � �- WMte CopYAnspecMr's FII� Canary CopylSib Notie� � � '� DATE TIME ( ' CITY OF ORONO CALLED IN �� INSPECTION NOTICE \ SCHEDULED ��!�(-t(r 'a. �J e PERMIT NO. ��° " ��4�` COMPLEfED ADDRESS �� j/'�2.�c 1.� C/��.c��L/�r- . OWNER TELEPHONE NO. � ��' ��'�"�� CONTRACTOR � � �� — t ��,/�— c,� ( � DESCRIPTION ' "� �y pQ FOqTING DEMO-FINAL ❑ SEPTIC FINAL Q�� POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINQ �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE HEMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNENCONTRACTOR TO MEET Y�WJ:_YES_NO y �oMMEN'T� - ��v�-�..� �� i��-s ,� ��d�,��. � /�'�� '/!�t n Gj GtLy I a C d J'��1, C�✓e/' � �-` . j �O , � " ��+'�'�v !� � � - Gr'J n.Cr �' t�.� ,/ �p � � ( , - �,.�� c1`�!', .�q /� , W � � Q 1 � � ��L'�f �\� /L� Ji Ji�l �`��" �ira.J�—�{ � W _— W � J Oj�/�K SATiSFACTORY`.PROCEED ❑PROJECT COMPLETE � ❑CORRECT VYORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUWINCY 0 0 OORRECT WORK,CALL FOR REINSPECTION TEIdPOFiARY V BEFORECd1/ERINO PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN H��- ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call tor the next inspectfon 24 hours in advance. (g52) 249-4600 OwnedContractor on site: Inspector: ��.��- vn��a covrn��e�tor.Fi�. C�nary CopylSlt�Noflee + DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED J L-lc -t(4 PERMIT NO. COMPLETED ADDRESS firUI.(,b CLLQLW OWNER TELEPHONE NO. CONTRACTOR / M' S DESCRIPTION ' ►J AN � —3 QM y�d j tC� V/vb tI [IFOOTING ElDEMO-FINAL El 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 ElFOLLOW-UP 2 ElAS BUILT-SURVEY ❑ SEWER HOOK-UP ElFOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W W Qc O , oLAJ ' ", Ila L o'--� !^' CC t-�'gz �P r1 Q � `L �d��Cdcl tv�,� �� ttQ�1i✓ �` 6^ �'sIE�C�� n /c,CC W ' W cc J W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/ContractW on site: Inspector. White Copylinspector's File Canary Copy/Site Notice ^ . . ^ Christine Mattson From: Adam Edwards Sent: Friday, December U2' ZU164:4OPM To: Christine Mattson Subject: RE: 128SFrench Creek Drive/#2016'01192' 2016'U0194' 2016-U1227 Ch/is, I. The City Survey standards require retaining walls top ofwall and bottom ofwall elevations tobecalled out (Survey requirement#23). Z. The as-built appears toconform to the intent ofthe approved plan. 3. 4ninspector should conduct asite visit and confirm the following: a.The survey accurately depicts conditions onthe ground. b.The site is stabilized to the point the any remaining erosion control can be removed. Adam From:Christine Mattson Sent:Thursday, December Ol' Z8l611:41AM To:Adam Edwards<aedvvards@ci.urono.nonus> Subject: 1J8SFrench Creek Drive/#Z016-01l9J' 2016'00l94' 2016'UlZZ7 Please review the as-built survey and provide comments. Thank you! Christine Mattson Planning Assistant City ofOrono Z7S0Kelley Parkway Orono MN SS3S6 /ohys/co/oddress1 PO 8ox66 CrystalBay MN 553I3'0066 (mailing address) 9952.249.4620 F-1052.249.4616 �x� Office Hours: Monday Friday 8an' to4:30pm OUR OFFICE WILL BECLOSED: Friday, December 23, 2016 Mondo}\ Dece/nber262D26 Monday,January Z2027 Monday,January 162017 z City of Orono Hardcover Calculation Worksheet Property Address: ' Prepared by: Date: i Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Surve Hardcover Item(Describe) Length x Width Total Exam le Gara e S uare Feet A r _ , 24'x 30' 720 S.F. C - '_ " i',r!".'%�'-S �� c S.F. E �" -vti,s >s .:��: S.F. F - - G rri 'tip / ,�L c le- i G�� h S.F. S.F. H S.F. S.F. J S.F. K S.F. L S.F. M S.F. N S.F. Q S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. v S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover S.F. Excludable Hardcover See Clt Code Sec 78-1684 " "� S.F. ESF, S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existing Hardcover Subtract line 2 from line1 77; S.F. 4 Total Lot Area %'' S.F. 2,c S.F. Proposed Hardcover Percentage [(3)-i-(4)] (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information containeRGCEIVEDd ein; however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 NOV 1 0 7� CITY OF ORONO City of Orono Hardcover Calculation Worksheet Property Address: Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Surve Hardcover Item(Describe) Length x Width Total Exam le Gara e (Square Feet _ (24'x 30' (720 S.F. A ,',> � tC� n ,r Bsc�, S.F. C — .-r rc— ' L_?"' S.F. 'i"`i, ='S �, -c"�. - S.F. E >� �: r -vc i'S S.F. F ,7L-�tL ; /h S.F. C, r�"��rc S.F. H ,i sc' _ S.F. S.F. S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover S.F. i Excludable Hardcover See City Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existing Hardcover fSubtract line 2 from line 1 S.F. 4 Total Lot Area -' S.F. Proposed Hardcover Percentage [(3)_(4)j (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein,GCG'VED however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 NQV 0 7-016 CITY OF ORONO