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Home My WebLink About2014-01108 - new structure ti . CITY OF ORONO * 2 P1 1 4 - 0 1 1 0 8 * 2750 KELLEY PARKWAY DATE ISSUED: 1U17/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 2�9-4616 ADDRESS : 1410 CHERRY YL PIN : 08-117-23-33-0081 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : NEW STRUCTURE NROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 975,000.00 NOTG: SEPARATE PERMI"fS RF?QUIRED: PLUMBING, MECIIANICAL,FIRL'PLACF., SF,WER CONNECT[ON,LAWN IRRIGATION, ELECTR[CAL(STATI?) NOTL;: PRIOR TO THG ST�AR"�OF FRAMING AN AS-BUILT FO[�.NDATIQN.S.URVt�:Y MUS"I�I3G SUBMI"I'TED AND APPROVED BY THE CITY OR A STOP WORK ORDGR WILL[3E ISSUED: [N[TIAL: � , �%�'� �� NOTE: PRIOR TO [SSUANCE OP A�•�R�f�I�ATE OF OCCUPANCY AN nS-BUI[.T SURVL;Y IS RGQUIRED"I'O E3F.SUBMITTED AND APPROVED BY STAFF. INI"IIAL: � ��'�: NOTF: IN THE EVENT OP WIN"I'ER CONDIT[ONS OR OTHER UNFAVORABLE WEAT[IER CONDITIONS(WHICH PREVEN"C THE COMPLETION OF THE EXTERIOR IMPROVt?Mt�;NTS AND/OR AN AS-BUILT SUBc��Y)A � 3RARY CERTIFICA"I'E OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO RGQUIRGS A$10.000 ESCROW, INITIAL: � ' .�'— NO"1'1': OTHER INSPF,C"I'ION CnLLf?D FOR IS n SIL"l�FI:NCf�. IT�SPI�C`I�ION INITIAL: �J ��-�'- ` APPLICANT PF.RMIT FEE SCHEDULE 5,831.75 S'I'ATE SURCHARGE(VALUATION) 487.50 STONEWOOD, LLC TOTAL 6,319.25 153 E LAKE STREET Payment(s) WAYZATA, MN 55391- (612)462-4000 CHF,CK 13121 6,319.25 Minnesota State License#: BUIL-BC594315 OWNER TORGERSON, KEVIN &TERESA 1410 CHERRY PL MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT -I�he work for which this permit is issued shall be performed according to the approved plans and specifications,Tpplicable City approvals,and the State Building Code. This permit is for only the work described and does not gran[permission(or additional or related work which requires separate permits. All provisions of laws and ordinanccs governing this typc of work shall be compied with whether or not speeitied herein.This pennit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time afrer work has commenced. The applicant is responsible£or assuring all r�qui�d inspections are requcsted in conformance N ith lhe Statc fiuilding Code.This permit may be revoked at any time br duc cause. ___,____ .. � �� ,�� ._::.__ �( /7 /� �� / ,/7 , / Applicant Permitee Signature Date [ssue By Signature Date a { � �r� '�--`�� 5� ��`1 I �d �,►f rG�`I � 5 T � �q3 ��.�d � � � � 5 IR � � CITY OF ORONO �/� BUILDING PERMIT APPLICATION . �� , FOR NEW STRUCTURES OR ADDITIONS �,�� 7�� r O Mailing Address: Permit number: 01�0/ — dl/� � NO PO Box 66 U Crystal Bay, MN 55323-OOC�6 �' Date received: ! 'a�—/ Street Address:� � + 1�� Received by: /� ti � 2750 Kelle Parkwa � �l �� Y Y �'�'� Plan review fee: `�tq �,� Orono, MN 55356 � � /�, kE S H�� Total Fee: � ��5`� Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ��-//O G�uYr l��,� O✓'o�.o /`/l� SS'39/ 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 ill be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMaTi��G Name: S�w�wa� State License# � 5�(H 31 S Expiration Date: 3 - �� - l� Phone: cell �2 -ZG'7 -Z��o office i2 -yIDZ-HDG� Mailing Address: 3 �..c f � rc�t Cit : Z..�- ZIP: SS 3 9/ Contact Person: �r.K Gr�•.r soH Applicant is: Contract r / Homeowner (CircleOne) Email and/or Fax: svr�. � �' w�woo , co�. I��5��(�d' S�Dvl�cti�� , C�i'�i t� PROPERTY OWNER INFORMATION: Name: �C�� urc�o- �m v��,.s�o.,. Phone (day): 17 Z -!0 3 9 -!oo S 3 Address: !N!b �vy � City: Oro�.o ZIP: SS' 39 � Email and/or Fax kw;� � '9� M�;1 < �� ARCHITECT/ENGINEE�INFORMATI N: Name: f}lGx�,,,.�.,,1�� as%x� �►'°"`� Phone (day): 9 2-H?3- S??7�— Address: o/ L.�- h-w-� Cit : � z�•-� ZIP: SS�9/ Email and/or Fax: f��►.f .�� K�s.,,., w cs�w�roµn • �w PROJECT INFORMATION: Descri tion of ro�ect: 1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal 8� Water Supply �New Construction [v�Single Family with Q Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water ""Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Othef: (speCify) �8202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �7S CCC� � { ( STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= �� Number of bedrooms=�_ 171 Wood/Frame � d b.Width(ft.)= �n�� Number of garage stalls: ❑ Masonry Areas in spuare feet Attached= 3 ❑ Metal c. Basement= I �� ❑ Pole Bldg. � Detached= r' ❑ ICF d. 15t Story = 22-00 ❑On-site Prefab e. 2nd Story= �� ❑Off-site Prefab f. '/2 Story = a ❑ Other(please specify): g. Total Area= Sy�g REQUIRED SUBMITTALS: All of the information must be submitted in order for our application to be processed: Not Enclosed A licable �' ❑ Permit A lication �' ❑ Pro osed Buildin Plans B' ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan Gd' ❑ Hardcover Calculation s ❑ Se tic S stem Site Evaluation Re ort ❑ Access Permit ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee '� ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. i ApplicanYs Signature: Date: �'2"I � � � Owner's Signature: Date: �LA[V REVIEW CHEC�CLIST FOR NEUI/ STRUCTURES / /4DDITIONS � Address/Permit(Vumber: r �C�� `� ��°.� �'' ��'� �-� � ° �, Description ofwork: ��i�,F!"�.��` �6 ��€� �� Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: �.�'•��` -_- Date Approvecl: ;'�`"�`.�'� �' ' Gracfing review by: Date Approved: � ,� � Zoning District: L-- }-tl I �� Zoning File# ��'�� Reso#: �i� Reso Date: � �1.�e� Zoning: Lot Area:��=�,�� /AC Width: ��` Lot Coverage: � �`�`� SF �,�% Survey Submitted: �Yes Q No Date of�urvey: ��`�� ``+ Revised date(?): w� ��: � � ��_ ;� Pro o�ed Setbacks: Front(Lake) Rear(Street} (� N/S E W ) ( N �` E VII ) Othee Buildings Wetland � Side S�de ��' �.�;'o�� " r� � i� � �'� u,��' (� - Defined Height: l� � ` g �, � (Existing Contour) Peak Hei ht: FFE�`,��;� � ..r.` FFE rninus 6 feet= �� f` ',. �,,� ,� ��, , �� ,,r"�' � � Perimeter(linear feet)= � � ��° � ' S0% _ ��' 1�� #�of Stories Ok? �YES � �..�� f�f��-� � �� "�� FOR A BllILDING V111TH A BASEIIAENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: I �,�:_, START WITH proposed floor(of the basement or crawi �� ,� space)and the highest point of the roof. START WITH The distance between the top of slab and the highest point of the roof. If you have a... If you have a... ;�,�'; e GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no �' ' windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof /:, of the roof to the low point of the to the low poin4 of the correspond�ng � SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON . GABLE OR HIPPED ROOF(with i TYPE� windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the behveen the�top of the highest highest window and the highest window and the highest point of the point of the roof roof _ • ALL OTHER ROOF TYPES(Flat, • ALL OTHER ROOF TYPES(flat, mansard,etc):No subtraction. mansard,etc:No subtraction. ' ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existi�g grade adjacent to �+ basemenUcrawl space floor and the EXISTING the foundation. �; �': (BASED ON EXISTING +� GRADES) highest existing grade adjacent to the GRADES ?�� foundation OR 10 feet(whichever is less). EQUALS Defined building height � �, EQUALS Defined building height _ ;, Shore�and �istrict MCV`!Q Permit t�eceiv�c➢ ��era e Lakeshore S�t�ack I�let? �l�tf ,} � � Yes � No � N/A 0 Yes � No ;�� Yes � No _ Yes � No � N/A Permit Number: 'L---�� ;- � Setback: � z i. Stormwater Quality E�istinc� Propagecl ��riance R�quired CU� Requirec! Overla l3istrict Tier Hardcover Hardcover _ ��-` ?� � � Yes � No � Yes � No ,��, .. ., ? `,�C?� � � �'r, c�_- Type(s): Type(s): ` ° L�,�� , �'°- � Updated: January 2013 � i� � - ��F�' v:\forms\plan review checklist 2013.docx � 5 � v.'�, : E*„�,��"E^z'��s+F .' � �'� �,�' N�e`;�-�'"�-= a�em�-nu.��,�7�rc��'z�y"�� ♦ 'ar`� r � . y;, r�t,d t� �`�'��`�"sd.��.:�,'� '_^�}��rk"� s'l; �_ N R��'.3�Re��, .srs k-��rg� r{T _ '� '',�,.�,_ r � f� 3 � " „«. �` .:Y'?�" � ,-u,� � �...,��:s�ti J.fi��.o v a.. .:}r. r..�.�,�+�. �r:r �a a� � �� e �.� .* ��t,��,.��, � a- �� s w. # '" .`,�° _. _ REMARKS (in-house): Fees to be Char ed YES NO F�ermit � Pfan Review ✓ �tat� Surcharge �' Investigation F�e s�/' w SAC—Number af SAC llnits.��,� ` ,� �..� Other(specify) �'��'J' � b/� �� S uare Foota e $ er S uare Foota e Basement X - � 15t Floor X = $ Znd FIooC X - $ Garage X � $ Estimated Construction Value: $ �� Qrono tnspections Requirec! Work Requiring Separate Permits Required State Permits 0 Site Plumbing 0 Grading/ Filling � Well � Hardcover Removal � Mechanical Q Fire � Electrical : �3''Footing 0 Septic � V�later Connection oured Wall � Fireplace � Sewer Connection - Foundation Survey � Masonry � Lawn Irrigation { Radon Rock Bed �Mfg. Framing 0 Other(specify) sulation As-Built Survey inal Wetland Buffer ' � Other(specify) ��.�g��a� '" ° `� �l�c �'`� r�' �t�� d�s.� � REMARKS (in-house): Other Review: Reviewed by: Date Approveci: Access: Existing: � YES � NO New: � YES 0 NO OFFlCIAL REMARKS -TO BE N TED ORt P,ERf�ll /!ND I TIALLED � �. r �� - � �, Updated: January 2013 v:\forms\plan review checklist 2013.docx � Melanie Curtis From: Gustafson, Sven [Sven@stonewood.com] Sent: Thursday, November 13, 2014 3:05 PM To: Melanie Curtis; Lyle Oman Cc: David Eggert; Jason Phillips Subject: Fw: Message from KMBT C360 Attachments: SKMBT_C36014111316060.pdf Lyle - See attached check. I think this should do it until the permit is issued, correct? Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From:scanmfd@�mail.com <scanmfd@�mail.com> Sent:Thursday, November 13, 2014 10:06 AM To: Gustafson, Sven Subject: Message from KMBT_C360 1 Melanie Curtis From: Robert Bean [bobbe@bolton-menk.com] Sent: Sunday, November 09, 2014 4:05 PM To: Melanie Curtis Cc: Andrew Mack; David P. Martini; Brian Simmons Subject: 2014-01108 - 1410 Cherry Place Melanie, I have completed review of the Building Permit application package for 1410 Cherry Place. Following are my comments for City consideration: 1. The plans have been revised per my comments dated 10/21/14 to provide an adequate swale along the north property line. 2. The wall designs submitted are adequate for proposed walls depicted on the current plans. 3. Previous comments regarding erosion control and escrow are still applicable. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, lnc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com i �.o�a C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 'y�, � 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 1 �' Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us �k6sH 0�� October 15, 2014 Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 Re: Building Permit Application#2014-01108 1410 Cherry Place On September 29, 2014 the City received a building permit application for a new single family home. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Please provide two copies of an updated,full size certificate of survey which meets all of the City's survey standards(enclosed) specifically clarifying: a. Please clarify what improvements are existing and what if anything is being proposed within 75' of the ordinary high water level (OHWL). b. There is grading shown in the 75' setback. Please note, earth movement greater than 10 cubic yards within 75' of the OHWL requires a City Council approved Conditional Use Permit. c. Average Lakeshore Setback. The survey should show the lakeward most point of the homes on both sides of the subject property. The line to the house addressed as 1430 Cherry Place does not meet the house, • please adjust the line or add the missing structure the line intersects with. d. Show top and bottom of wall elevations for all walls and specifically those that are forward of the average lakeshore setback. 2. Structural Coverage. The property is over the allowed 15% structural coverage. It appears the pergola which is structural coverage was not included in the submitted calculations. Please adjust and resubmit. 3. Engineered Walls. Retaining walls over 4 feet in height must be engineered. Please provide engineering for the proposed retaining walls. 4. 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. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. The above information is required in order for the plan review to continue. Also, we will need a demolition permit application(copy attached)submitted with the all the supporting documentation for our review. 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 C��,��- Christine Mattson Planning Assistant c Kevin&Theresa Torgerson via email Sven Gustafson via email Lyle Oman, Building Official enclosures � � o �w �F SCH1M NO W SKl ENGI NEERS �O �PY CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651 779-7700 FAX 651779-7114 www.criterium-schimnowski.com October 31, 2014 John Hink Solution Blue 318 Cedar Street Saint Paul,MN 55101 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 for 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 located 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% standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: - Soil conditions: Sandy SilUClay, 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 = 10:1; Slope at top= 10:1 LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS �F � 1410 Cherry Place, Orono,Minnesota � �Cober 31,2C�'i� �� ',�' y i + �` �e2of3 � - Minimum embedment depth=6" - Boulder Type: 12"-36" Direct concentrated surface drainage away from the walls. The wall design was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls" (DMSRW)published by NCMA in 2009. If soil conditions,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, ,� -� � - _ Paul Schimnowski,PE CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 ' �' 1410 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 CONSULTING,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 REPRESENTATNE 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, NP. ��\�/�\�/ 6—OZ. WOVEN GEOTEXTILE 4 FT, MAX FILTER FABRIC 24"-36" BASE BOULDERS AROUND CRUSHED ROCK IMPERVIOUS FILL 3' MIN. - - ��r�� _ 12" DEEP I I—I� I NUMBER OF BOULDER COURSES WILL VARY AS NEEDED \\�\\�\ . ��\��\\�� a:�,•: ' . 12"-18" TOP BOULDERS, 1YP. �%\�� 12" WIDE LAYER OF a • WALL BACKFILL COMPACTED 95� 3/4" DIAMETER CRUSHED ROCK OF MAXIMUM STANDARD PROCTOR DENSITY 4 FT, MAX I �I�I I 1=I— 18"-24" MID—LEVEL BOULDERS, 1YP. � �_ 24"-36" BASE BOULDERS WALL BACKFILL COMPACTED 95� 6—OZ. WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR BDULDE � FILTER FABRIC DENSITY DEPTH AROUND CRUSHED ROCK i�i ii—iii=ii�ir-=ii�' 1Li1�tlllltil�� WALL EMBEDMENT = 6' MIN. — I I�I � I I I I=��-'��I� �~��`,�"� ��'��,``�., . � � . _— : ...„. �I I��_ i. � _,,�, -I I � a : � `== . � � , sE � UNDISTURBED �—I I IT I I I—I I I=�� 4" DIA. DRAIN PIPE �NQ��L ; �r- SOIL OUTLET � END OF WALL A : :�.� OR � 40' CENTERS MAX % ° �1�A ; v�,x i�i*• � a> 8" CLASS 5 LEVELING PAD COMPACTED REQUIRED BEARING CAPACITY = 2000 PSF '��a �9�'•., �,. 'n'`�,�� 100% STANDARD PROCTOR �/�`�C��,��,1`? TYPICAL SECTION - GRAVITY BOULDER RETAINING W A L L "'p"'}'� � SCALE: NONE __ __— — Designed By+ PR❑JECT NAME/ 1410 CHERRY PLACE / ❑R❑N❑, MINNES�TA Date: PDS L❑CATI❑N� 11/3/2014 Checked By� CLIENT: SOLUTION BLUE Project No� PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 318 CEDAR STREET 14-1462 16l DUNBAR WAY PHONE:651.779.7700 SC0.12� MAI[TOMEDI,MN 551IS FAX:651.779.7114 SA1NT PAUL, MN 55101 DY'0.w1n9 NaMe� AS N❑TED pschimno@criterium-schimnowski.com PHONE: 612-294-0038 TIERED B�ULDER WALL ---�. � ---�--- �-- �--�;, � � � �. 0 l : , �I, ;�, � .rt � SCHIMNO WSK1 f NGINFERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651779-7700 FAX 651 779-7114 www.criterium-schimnowski.com October 31, 2014 (Revised December 22, 2015) Mitchell Cookas Solution Blue 318 Cedar Street Saint Paul, MN 55101 RE: Boulder Retaining Wall Typical Section 1410 Cherry Place Orono, Minnesota Project No. 14-1462 Dear Mr. Cookas: This revised 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 for the property prepared by Gronberg and Associates dated October 27, 2014; and a site layout plan provided by you on October 31, 2014. Additional written information was provided by you on December 22, 2015, regarding construction means and methods. There are several retaining walls located on the back/lake side of the house. They vary in exposed height from about 6 feet to 1 foot. Included is a two-tiered retaining wall section with a total height of approximately 11 feet (5' bottom wall, 6' upper wall, 2.5' distance between the walls). 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%standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: - Soil conditions: Sandy SilUClay, friction angle = 30.0 degrees, unit weight of 120.0 Ib/ft3 - Allowable soil bearing capacity = 2,000 psf - No external surcharge loading behind walls - Slope at bottom of wall = 10:1; Slope at top = 10:1 - Minimum embedment depth = 6" - Boulder Type: 12"-48" LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN& EVALUATIONS �`�0 �'�1 �iCQ. - 2Ut4- 01 l OS' 1410 Cherry Place, Orono, Minnesota October 31, 2014 (Revised December 22, 2015) Page 2 of 4 Direct concentrated surface drainage away from the walis. The wall design was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. If soil conditions, 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 MN #40126 CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 1410 Cherry Place, Orono, Minnesota October 31, 2014 (Revised December 22, 2015) Page3of4 DESIGN PARAMETERS AND PROVISIONS DESIGN PROVISIONS: 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS AS THEY ARE INTEGRAL TO THIS PLAN 2. THE DESIGN OF THIS RETAINING WALL SYSTEM WAS BASED UPON THE EFFECTIVE STRENGTH PARAMETERS SHOWN ON THE"SOIL VALUES"TABLE. UNLESS OTHEWISE NOTED, NO FORMAL SOIL INFORMATION WAS PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. IF SOIL CONDITIONS VARY AT TIME OF CONSTRUCTION,WALL ENGINEER MUST BE CONTACTED TO DETERMINE IF A REVISED DESIGN IS NEEDED. 3. THE WALL DESIGN WAS BASED ON THE INFORMATION NOTED IN THE LETTER ABOVE. 4. REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 5. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALL(S). UNLESS OTHERWISE NOTED,THE WALL(S)HAS NOT BEEN DESIGNED FOR HYDROSTATIC SURCHARGE LOADING. 7. THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAWING WALLS" PUBLISHED BY NCMA. DESIGN LIMITATIONS: 1. THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED RETAINING 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. 2. SITE LAYOUT AND GRADING DESIGN ARE NOT INCLUDED IN WALL DESIGN SERVICES. THOSE SERVICE ARE THE RESPONSIBILITY OF THE SITE CNIL ENGINEER. 3. INTERNAL COMPOUND STABILITY(ICS)HAS BEEN CALCULATED FOR THIS PROJECT BY CRITERIUM. HOWEVER, ICS IS NOT A SUBSTITUTE FOR A GLOBAL STABILITY ANALYSIS WHICH SHOULD BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGWEER. ADDITIONAL SUBSURFACE EXPLORATION MAY BE REQUIRED. SUGGESTED QUALITY ASSURANCE REQUIREMENTS: 1. A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY SITE SOIL CONDITIONS. IF THE PROJECT GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK,A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE HIRED TO ASSURE THE RETAINING WALL IS CONSTRUCTED WITH PROPER SOIL PARAMETERS. 2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO VERIFY THE SUITABILITY OF DESIGN ASSUMPTIONS MADE BY CRITERIUM. 3. WALL EXCAVATION AND SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS. THE GEOTECHNICAL ENGINEER SHALL DETERMINE ADDITIONAL DRAINAGE PROVISIONS TO BE INCORORATED INTO THE WALL DESIGN. 4. THE WALL DESIGN ENGINEER SHALL BE HIRED TO PERFORM A PRE-CONSTRUCTION SITE VISIT. 5. THE WALL DESIGN ENGINEER CAN BE HIRED FOR CONSTRUCTION OBSERVATION SERVICES. 6. THE WALL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL FOR THE CONSTRUCTION OF THE WALL IN ACCORDANCE WITH CONTRACT REQUIREMENTS. 7. SEE PROJECT CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE PROVIDED BY ALL PARTIES. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE DESIGN OF THIS PROJECT FRICTION ANGLE UNIT WEIGHT TlPE OF SOIL (DEGREES) (Ib/fY'3) REINFORCED BACKFILL 30 125 TOP BOULDERS, TYP. IMPERVIOUS FILL RETAINED BACKFILL 30 125 (12" TO 18' BOULDERS 12� DEEP FOUNDATION SOIL 30 125 ALLOWED FOR FINAL GRADE ADJUSTMENTS) \/\/� CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER \�j\\// LEffER. � SCHEDULE ❑F REQUIRED ia�-2a" MID–LEVEL BOULDERS, nP. ��,/�� B❑ULDER SIZES EXP❑SED WALL B❑ULDER DEPTH, HEIGHT MIN, GEOSYNTHEfIC REINFORCEMENT 6 FT. MAX 1 LAYER O 5'-0' LONG 4� 28� 36"-48" BASE BOULDERS (ELEVATION VARIES) 5' 32' 6' 36' IMPERVIOUS FILL �� 38� 12" DEEP 8' 42• 2.5' MIN. NUMBER OF BOULDER COURSES WILL VARY AS NEEDED \�%\�%\ 12"-18" TOP BOULDERS, TYP. %�%/��%// ��\��\' 12" WIDE LAYER OF WALL BACKFILL COMPACTED 959� 3/4" DIAMEfER CRUSHED ROCK OF MAXIMUM STANDARD PROCTOR DENSITY 5 FT. MAX GEOSYNTHEfIC REINFORCEMENT t LAYER O 5'-0' LONG 18"-24" MID–LEVEL BOULDERS, TYP. (ELEVATION VARIES) 24"-36" BASE BOULDERS WALL BACKFILL COMPACTED 95� 6–OZ. WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR BD PDH ' FILTER FABRIC, TYP. DENSITY +`,,;`t(��t+1/,j,! WALL EMBEDMENT = 6' MIN, _ �,`��'��f�� s � ... I �� ,'��rf�'. ..: • , p ,.� r. '. 'a.. ' '.�: '� ' 1' . qE UNDISTURBED I�I I I I I I—I I I— � 4" DIA. DRAIN PIPE E��'��- � �-.� SOIL � OUTLET O END OF WALL ��f5 � �. � OR O 40' CENTERS MAX � � ^ �OO 13d � �.�� .,� t��•� . 6" CLASS 5 LEVELING PAD �� ••'�sQ��'��Ay �J��k!,';+15i��'...,,� T Y P I C A L S E C T I O N — R E I N F O R C E D B O U L D E R R E T A I N I N G W A L L °��r��wrsqi+j� SCALE: NONE Designed By� PROJECT NAME/ Date� PDS LOCATION� 1410 CHERRY PLACE / ❑R❑N0, MINNES❑TA 12/22/2015 Checked By� CLIENT: SOLUTION E3LUL Pro,ject No: PDS CRITLR(UM-SC[-IIMNOWSKI L:NGWLLRS 318 CEDAR STKEL:T 14-1462 161 DUNBAR WAY PHONE:651.779.7700 SCO.�e� MAHTOMEDI,MN 55115 FAX:651.779.7114 �AINT PI�Ul., MN JJ��)� Drawing Nar�e� AS N❑TED pschimno@critcrium-schimnowski.com [>I�UN�: (�]2-�C)4-�� TIERED B❑ULDER WALL 1410 Cherry Place, Orono, Minnesota October 31, 2014 (Revised December 22, 2015) Page 4 of 4 TERMS AND CONDITIONS This WALL DESIGN and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER, to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee, express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project, and that ENGINEER is not responsible for the acts or omissions of any contractor,subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods, techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS:All reports,field data, field notes, calculations, estimates and other documents (`reports') prepared by Engineer, as instruments of service, shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5. TERMINATION: This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate,assign, sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 6. To the fullest extent permitted by law, Client and ENGINEER (1)waive against each other, and the other's employees, officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2) agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 , � P Melanie Curtis �ONo �� a From: Robert Bean [bobbe@bolton-menk.com] Sent: Sunday, November 09, 2014 4:05 PM To: Melanie Curtis Cc: Andrew Mack; David P. Martini; Brian Simmons Subject: 2014-01108 - 1410 Cherry Place Melanie, I have completed review of the Building Permit application package for 1410 Cherry Place. Following are my comments for City consideration: 1. The plans have been revised per my comments dated 10/21/14 to provide an adequate swale along the north property line. 2. The wall designs submitted are adequate for proposed walls depicted on the current plans. 3. Previous comments regarding erosion control and escrow are still applicable. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com i �8 . .:� COPY R��.EIV�D ; �o�o, Hardcover Calculation Workshee��l � g 2014 `_� ,} Property Address: ��,/� CNF�2 .�CE TvR GERJ'v�v T \�',�,��,,,�,�\�' Prepare d by: Gko,v�9ERG ,f AJ'J�r�c/ATFS. r�✓�: Da te: c� „ � _ .., ��-/Y 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 lei#er 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 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' 720 S:F: A �.I �Z ' S.F. B O G� - S.F. C S.F. D � S.F. E / S.F. F r i 9 S.F. G i `�/O S.F. H Tr PS 8 S.F. I � vr-/1 _ �� S.F. J DUUCO �n .f�.c S.F. K „ � .. .S O S.F. L •• •� -�S' o,v ?_ i S.F. M �. .� � � S.F. N ii i� SO S.F. � Can�c Gci p F X� ri.�� ? � a � S.F. P Y't�G dcc _ ,S" o `17 S.F. Q .i .. �,� ., ea S.F. R �i G�vc�v�7 J'T/�R.f' .t/C, S.F. S avo.T6 TLrV fT FP �?O S.F. T �,f,�oJ'�.r P ,�dc ! .v'F+18��C �57� T Cv ,, ,p S.F. U xi1'T� - cc rt �F K civ r�^P --�'6'7 S.F. V � , F c �yr �c. .i.r�o O S.F. W S.�. X S.F. Y ' S.F. Z S.F. 1 Total Proposed Hardcover ��E2� S.F. Excludable Hardcover See Cit Code Sec 78-1684 : � �� d�E 1.1J C �l / r ;" ' S� -= �-SO�9�60 � �o � S.F. �/� iao ' ' � �c1lt _�_ � __,/v� S.F. -�- --- S.F. S.F. — —._s.r-. 2 Total Excludable Hardcover 3 2 �i' S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 5 7.`;8 S.F. 4 Total Lot Area ��',G S.F. Proposed Hardcover Percentage [(3)=(4)] �r��%, S -----�--- -,.�_�....�.�.��.,�.� .rT.luc'rUR.lL COYE"2 = (A) HoufE �- 9<c�u��e6� P��cir -t (��',�fi'7��1,4;�'c'�,�i��',f�7 •¢ Gr'(�Eki1'! J'r.Ci�l�':r�!/'e\ January 8,Z01.3 ,�O 2 9 -!- �c�� `l •f /d'�' .,,. _1?.-,��/ �- �`i-`r� `•�� oY City of Orono � K� �oNo Hardcover Caiculation Worksheet i,,,� ; ! Property Address: l�,/d CNE�?R y t''G�r cE (ToR G6RJ'o�v) �''`�,;r,,,,0.'"i' Prepared by: Date: G�eo,�aFRG ¢ .4.rrn��AT�s, ,�r✓c 9-23��y 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 status of the property. For Tier i 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. A DGt.f �2 S.F. B CO D o S.F. C t, 0 S.F. � � � F S.F. ! E ; F P r i � 'T S.F. $`J9'3�:� , G T�o `�/Q S.F. � H lT P.S' 8 S.F. I O v� �. S.F. J 4auCo�'n �Lt ,S S.F. K �• , .. SD S.F. L " �� wi -�S' �,v Z I S.F. M �. .� �� S.F. N �� 6 o S.F. � J7a�vE S' � r•e�A c K S.F. P P LtI e ,ttc t,c� � _ S" c r�6 S.F. Q -� '� A� �- �� /z S.F. R .�. .. .. „ •• .�Z S.F. S .O,r d� e1 .r ei $.F. T ��.,usc.r,vF,�uc!< u.✓F.r6R�c �57� T c� ,� S.F. U x,,TT� .�t�c rr o�cK c,v rr�a S.F. V G[' �c . A c � i r c'aa 0 Q S.F. 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' � _ �I ti.',M{ly�'� '�1�-_ � .. -s". �^ .A'� �ei 9+�._. � ,�i -w ','' . � .+ .t: :i � ' ,. �. �, � '•. : �.1- . ��= �Mt�' �n, ti`:{'. � «.. .r . . �,�..�x r 3'M.r �-+.r.� � � h t��. �� ti � ' `�, � �-� _ ._ tr . ^ 4• . f�.� . . i. �.• } �.. � � .�i�,`�t'�. . � � . `� ��', '��- � � , 1: ra t ti�..t. . y � . e � ' '�R 9�•�- �1�� 'y+�w. � ��'I�s�� y.. '�n �r..il�... ' _ . . . ��., �Y��S ��Y�. � � . Parcel 08-117-23-33-0081 A-T-B: Abstract Map Scale: 1" =50 ft. N ID: Print Date: 10/6/2014 � Owner T A Torgerson/K B Torgerson Market $785,000 Name: Total: Parcel 1410 Cherry PI Tax $9,679.40 I Address: Orono, MN 55364 Total: (Payable: 2014) Property Residential Lake Shore Sale $825,000 Typ@: PI'iC@: This map is a compilation of data from various sources and is fumished"AS IS"with no Home- Homestead Sale 05/2013 representation or warranty expressed or stead: Date: impiied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 0.51 acres Sale Warranty Deed COPYRIGHT OO HENNEPIN COUNTY 2014 Area: 22,229 sq ft Code: � Think 6recn! _. __�. http://gis.hennepin.us/Property/print/default.aspx?C=450795.95375000033,4977871.966&... 10/6/2014 �,'� Parcel !D: 0811723334}Q87 TERESAA& KEVIN B TCIRGERSON 1410 CFfERRY PL Vew Property Information , ' Tier Assignment: Tier 7 Assignment: Step 1 .�' Zoning Classification: LR-1B One Famiiy Lakeshore Residential- 1 Acre DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen waming", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to fumish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. /Ctv�.•� l�sv��w Sa� First Middle Last l�}!a G�vr� �ac� Address �✓bwD � /`f �tS�� 9�Z-l�39 -l.�oS 3 City State Zip Phone I understand my rights as stated above. Signature � ,G�� S��i-� � Packet Last Updated: Maich 2014 Page 13 of 27 Print Form� WATER RESOURCE PERMIT APPLICATION FORM Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed project or work which may fall within their jurisdiction.Fill out this form completely and submit with your site plan, maps,etc.to the MCWD ar 15320 Minnetonka Blvd.Minnetonka,MN SS345. Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHURIZATIONS BEFORE BEGINNING WORK. 1. Name of each property owner: Mailing Address: 1410 Cherry Piace C�ty; Orono State: MN_ Z�P; 55391 Emai!Address: kevintorgerson@gmail.com Phone: 972-�9-60� Fax: 2. Property Owner Representative Information (not required) (licensed contractor, architect,engineer,etc...) Business Name: Stonewood, LLC Representative Name: Sven Gustafson Business Address: 153 Lake St. East. C�ty; Wayzata State: MN Z�p; 55391 Email Address: svenCstonewood.com Phone: 6�2-462-4000 Fax: 3. Project Address: 1410 Cherry Place City: Orono State: MN Zip: 5�91 Qtr Section(s): Section(s): Township(s): Range(s): Lot: Block: Subdivision: PID: 08-117-23-33-0081 4. Size of project parcel (square feet or acres): 23,038 sq.ft. Area of disturbance (square feet): 5500 sq.ft. Volume of excavation/fill (cubic yards): Area of existing impervious surface: 4965 Area of proposed impervious surface: 4965 Lengtl�of shoreline affected (feet): � Waterbody(& bay if applicable): North Arm, Lake Minnetonka 5. Type of permit being applied for(Check all that apply): � EROSION CONTROL ❑ WATERBODY CROSSINGS/STRUCTURES ❑ FLOODPLAIN ALTERATION O STORMWATER MANAGEMENT ❑ WETLAND PROTECTION ❑ APPROPRIATIONS ❑ DREDGING ❑ lLLICIT DISCHARGE 0 SHORELINE/STREAMBANK STABILIZATION 6. Project purpose (Check all that apply): � SINGLE FAMILY HOME ❑ MULTI FAMILY RESIDENTIAL(apartments) ❑ ROAD CONSTRUCTION � COMMERCIAL or INSTITUTIONAL ❑ UTILITIES ❑ SUBDIVISIONS(include number of lots) 0 DREDGING ❑ LANDSCAPING(pools,berms,etc.) ❑ SHORELINE/STREAMBANK STABILIZATION ❑ OTHER(DESCRIBE): 7.NPDES/SDS General Stormwater Permit Number(if applicable): 8. Waterbody receiving runoff from site:North Arm Bay, Lake Minnetonka 9. Project Timeline: Start Date: 1�-1-14 Completion Date: 10-�-15 Permits have been applied for: City �County ❑MN Pollution Control Agency ❑DNR ❑COE ❑ Permits have been received: City—�County—�MN Poliution Control Agency-�DNR—�COE� By signing below,1 hereby request a permit to authorize the activities described herein. I certify that I am familiar with MCWD Rules and that the proposed activiry will be conducted in compliance with these Rules.l arn familiar with the information contained in this application and,to the best of my knowledge and belief,all information is true,complete and accurate. 1 understand that proceeding with work before all required authorizations are obtained may be subject to federal,state and/or local admini tr tive,civi, � inal penalties. �L�- �9-- � Signatur Each Prope e Date ��e��ised 'I!1>��.i �'a�r ' �i� i � �-- � 1 - 1 � � .�. � � � � � � 1 � rn � e � � � � � � � � � � � � � � 3 � Z , - � � � �'� � � x � � ; � ` : ' m ��— � �� --� � .: � � � � � � � � � � � ; � � =G t �� . g � p �' ;. � � � � � g� b� o � � � A Q � s� � 3_ a � 3 � 6 $ � � � ; � < g�' � ; � A � $ � � � � � e. � � � AI� � � t� r � � °' � - � $ � � { a � � � � $ � � z '�! �� g c � p � — � � � � � � � � �� Q � �. � _ � .� y 4 � �, � � � � � � � �- g " � � �s3 � y �� . � � � a F � , � 3- � A �� 2 � x .. � � m � �� m �� ' � � ' _ �. � � � � .. ��. � � �� ' �' " �� ,� °` c �� $ �• � Q � � � ��. o �, �. � � � � � � a � � ' � � � � � � � v � � � � i i i i Total ff Va�e of e11 Type�of �� g. � � � � � � � insulation • � � o � , � (1 O ie �I � �� [p 2 y �• � � AJon or iVot Applieable � s r ��: 2�' � r `-�= � ts Fi6ergl�se,Biown � 3 g � 0 � �' � x Fiber=I�se,Ba1b & r� ,f � � �� .� � � �.�� p � � � � o � ��,�xd��►� ,� C� � �� ' � � � . n a�op�n c�� z q .�� Miarisl Fiberbvard � v' .e -� -s � s � � � � Q �f�f1�Yltli�Cd�f1{}�SlYIEAC � � Q� � ��'a"'IgOR�l.' � � r5� � -1 � � �• - � � 3 S 3 � �' � � � � � � � � � C � A � � � � � � �. � � � � � � � � � � � � � � � � � � � �� z � � � � � �. y � � � -� � � � � � � � � � � � �� r�,,� � � � � � 7O \ � '� � � ° � ~� � � S � g � � �ww�r►+ � � � � � � � � a a � �, v � � � � � � � � � � r � �� -� �$ �� vy �C,.� m r c��.�, �,�".� � "� .� Chr►rr 7 � � , New Const�ruc#lon En�rgy CodQ Complianc�Certi�icab� 1br Nt 1 oI.R Dedd�y�Cerefxala A bld'iq m6fiafe dwll Ae psiled'm e pene��mYy rMiMe loa�llee iedde f1'hdlAkg,tIn o�c.�or,.w r..�. �M�Y+/�00 iortpkled M tlro ba'1�end daA Int idwrw0ao�d wlea daom�eib li�n 7lNe N I I Ot,t, Mdiat Ai�ren d Oe Dw1C�e�r�w�{�II+N pq l Of0�0 Nae 1Rr1de�11r CMIr�M MK Llaeselk�6R THERMAL ENVELOPE RADQN SYST�M rypr:c�eac au r�t napv ��vo F�,� e w � � �� J�.C�11�C(W�lT7,�d7J0►M��IOIDOnMlQlO�' �'" � otlxr�quvem�non�(torlrq�derke) � � � � � V � � � � U b+su�tioA Lot�tlon a � � � � t3 �' � k� � � � w � � . �o � � a w° � � ad (�r Pleeae bceaiEo Hr,�t Bebw Brtire SL�b Fowd�qo»W�p n ionron:►�anar.�c.nora Perimaltr ei'�ta��G�de Rln��oiet omldalbn 7ypr,In wan�orc wene.e,ae�br er RIw�J� ]�k'100 Inla�uon:kretlor�zWtoraYM�Qral WeN C !ht Ce vaal�ed Wirarws�r ca� c�sd xre+o Horrn roein aver Oaeribc oth�f�Ated�1�eRs YYindows d��oorB Of COOIYg DUdE Oi1trWY COndItlWlYd$ Avero U-Faotor arde.r t arl nne dpor U: ot iCebit,sll dvcts located io ool�dnip►od SolaR Heat Qair�Caeff'�ciceK(SHGC7: R-wtue ,� ECHANICAL SYSTEMS J wipAir Selraaiy�,r A Ilances H ' S ' Wa�x Cool 8 Not ufred me�t,, F�d T � jy� � i o� � Maufiehnr \ ( Q � pp, /� ackod vvith deviec. M�del 19C��C)� �9U�� ilx: �'* �4'� o�t� Olher, be: vr S6oe ar� � s tr�u i.as: , Neu Gait �� I.ocatim of sy . StneEvc'a C�kdited ��re o. sssrt: f Jr.� x � wn' )o� 7� Cfm'e 'tr� uct OR oa�vw,nration ay�ton, : � � TbnoNbe�rry eddi i CorobMed hctrtina or oaoti�sy�bm.i if ine�nllod;(m„g.tvw C.Or1Mfu9tl Alr SdeeY� �WmP�� f��), N uind ma;h. 8deat � Hcrt Recover Veotilator R ' in wc Hi : .dcacribc: Rocovor Vonhlator RV C s: H' ; o£duat or�Y�ctn: r,oatlrax,�,s ox►uu�stin s in cAns: Laation of n Cfin'e 'auaw vorx�edan�in aCmb: 'rrnmd Auct OR ee�I venlilati�M+ �+tiCtthitto�t+oontinuous � m cfmR: "�ttafil duct Cre�tea by sAM version o5zoos , , C�4crr-� � � _ , , . 4ng ar mull'�I��er On�ot mulliple Qnu�tm�phettc�lly� tdkt16A1E at�Phed�iiy vERt�t dfi�tv8tit tan-asCiBted spp�2�Ces vbnted ga8 ar afl venl�d 9as a a1 2ppf19tlC�Qf RO aritl pD`nes venttirdited epppance or rnte �of 9QUd ar�u�On�1H� VEifl�a �fld i�l�au� ��t�° 1.�ptassura factar p� Q.43 cirrd� Q�'� O.flB b)cand�iian8d , /(� [/� ��TL'3(S{! (�j 6,�t] ��9 ufl�ff�811�d B83E111�t�S) EsCmlaisd Hoase}��1rallon(chnj: f �18R1�] l� 2.F�diau�t Cap��Y �r� a�`�� ' . l' {nat applicable W 6a1a�C6d � ue�la6an systems such as HR� b)G101h�,4 dTref(t�ro) T35 ;35 t35 135 �80;fiat181g�ste�haustratln9 �' " � (�mr � �aat app►ioaWe tf reaircul�ng Sy�iem nt if prnv�eced makeup air L��O is 2teChically iplgtlaCt2d alyd ma�ched ta exhans� ��n��n�t►�st�st �r� , ,�►�t�rm): �s {oa epp�cabEe�rearc�eanng � �� is alecl��y�n�toa�d ana ms�ched la bxhausl} (�l e� Totef�xheust CBpanly�ckn}. � -� �. [2a�2b+2�2G] 3.MakeupAirRequi�emenl a��a � 7 � ��►a��a a��sr�,a�t�a�e�� ((� (Ga�ahove) n�k►kauA Ak Quoneb tcfml: / ��b� �C� � (h Value Is rteg8lt�e�no r+�akeuP ��e�ati2d� a.�r�,n�ar�ss� �(�'� reFertafgbie501.4� A Usa�is calumn�m�aFe other C�an f�SteQ nr a�r�e�c�Y reAted gag or od app�m+vee ar��sra no eom6u�aon�o�s. a U�n 11+is calum�►�1he�is an9�d[hssB�sted�It�e P�r r°1�9�""'�otl►er u+an�+nosphatlnalhr ventad��Y�be ic�ude�. e us�8��caMm+r►�t!►ete�s ane a�pl�iy�+re�d i�ihan is�ss�t2d)g6s a'ofl aQ�la�a pEt�9�►�on��d iuel�pP�ce, a l�e tn�s calmm�ii U�e�e ma�ate an�►ospt��Y'��°f°��s usfn9�com�n+�r►t orm u►�asa ann�Y�� oN app�aneaa and�o�id S�d�. �� 1� Ct�er�r�f .� . . ;Sk�."t;, Gomp�ete vented combushon appliance informal�on. Fumace�Baffer, �/ _Dr�ft liood ,.,..,Fan Assisted 1`�Dire�t vent Input;I�(�N�'�tuthr (Not fan asslstedJ &Power Vent water Heater, �1�� _Draft Hood �an Assisted _Direct Vent Input:�"�tul�r (Not fa�assisted) &Power VeM ;��; Cafculete fhe voiurt►e oi t�ie Combustfon Appliance Space(CAS}cont�(ning combustion applienCos. �� The CAS includes all spaces con�ected to one�notlter qy code compliant openings. CAS volume:�_____tri� ��:�� Qeterrmne Air Changes per Hour(ACH}� Default ACM values have been Incorporated into Table E-1 for use wiih Meihad�b(KAIR Method). It the year ot canatruct�on or ACH is npi known,use method 4a(Standard Method). '�iYxis Oeterm;ne Required Volume fpr Cpmbustion Alr, 4a. Standard Methad ?atal�tulhr mput oi alf combustion appliances(DO NaT COUNT RIFt�GT V�NT APPLIANC�S) fnput:�,_,BtuNx ltse 3t�ndard Meihod cdumn in Table E-1 ro find Totai Required Volume(TRv} 7RV: t� If GQS Volume(from Step 2)is graatar than TRV ihen no outdoor openings are needed. If CAS Valume(from Step 2)is less than TRV then go to STF�5. �ib. Knov,m Air lnfiltration Rate(KAIR}Method ��d0 Total Btulhr input of all fan-assisEed and power vent appliances (D�NOT COUNT DiRECT VENT APPIIANC�S) Input Biulhr Use Fan-Assisted Appliances cak�mn in Tabfe�-1 ta find �fJ REqufred Volume Fan ASSfSted(RVFA) RVFA:�R3 1'Mal 8utmr input of aU non-fan-assisted appliances Input: � Btufir Use Non-Fan-Assis6ed Appli�noes column in T�ble�-1 tp�ind Required Volume Non-Fan-Assisted{RVNFA) RVNFA: � it3 Total Required Volume(TRV)=aVFA+I�VN�A TR.V=So�� + d W.��Sa F13 it CAS volume(irom Step 2)is greater than"i'RV then no outdoor openings are needed. H CAS Volume ffrom Step 2)is less than TRV then go to STEP 5. `�;?�:; Calcufate the raUo of available tnte�ior volume to the tafal requh�ed valume. Ftatio=CA5 VolUme(frpm Step 2}divld�d by TRV(trom Step 4a or Step 4b) Ra1io= ! ��,8;�:� Calculate Fteductfon Factar(FtF). RF=�miaus Ratio RF=1- :.�'�' Calculale stngle outdoor opening as If atl combustian air is from autstde. � 'f�tal 8tufir Input ot ali Cambustfon Appllances In the same CAS(EXCEP7 DIRECT VEN17 fnput 9tulh� Combustion Air Opening Area{CAOAj: Total stulhr divided by 3000 8lulhr per in2 CAOA=�!3QOtl 8tulhr per in�=�inz ii��'�,�'�; Calc��ate Minimum CAOa. Mkaimum CAQA=CAQA muldpli�Cl by RF Minfmum CAOA=,�x,,,�= Inx ;��►';�t; Calculate Combuslian.4ir Opening Diamet�r(CAOq) CAOD=1.13 mulNpfied by the square root of M�imum CAPA CAQD�1.13 x Minimum CA0�4� l�in �If desired,ACN can be determined usEng ASHRAE ca�ulallon or blower door fe�L Foqow prpcedures in Sectit►n 3Q4. 1346-64 .. , � ,FL� C 4+.�e!� � � h. �� .�. � Lc�ad Shart �orm � � �°�: T°`��" �� dt@: AUy 73,,�p74 �'n�ir�e Mouse v�' s,,: ��ke Morizan Contractors, Inc. 8197 Horizon drlue,9hakopee,Mn 55379 Phone:812-50�9226 Fare 952�45-4367 Einall:mlchnelatnp�yahoo com r � � � Far: Stanewood �74�58' X�, U� � ,�"� 3+'� X �s = 6�` r�� • . . . �ltg C�g I�1�Nx�ti�rt Outside db{°F� -15 9� Method SimpEified inside db(°F} 6S 75 Construdion t�uality Average DBSlgll TD(°� 83 lfi Fireplaces d Daily range - M Inside humidity(°�6) 50 5D Moisturo difference(gr/lb) 51 32 H�ATING EQUlPMENT COOLING EQUIPMENT Make Bryant Make 6ryant Trade BRYAIV'T Trade PR�F�RRED 96 PURON AC Model 986TA42060V17A Cond 126BNA030"""A"" AHF21 ref no.474Q263 Coif CNPV*3017A*"+986"A42060V1�'"'* AHRI ref rn�.4864988 Efficiency 88.3 AFU� EfficienCy 12.7 EER, 15,5 SE�R Heating input 60000 Btuh Sensible cooling �932p Btuh Heating output 58000 Btuh E.atent cooling 8280 Btuh Temperature rtise 59 °F To#al cooling 27800 Btuh Actua!asr flpw 92D cFm Actual air flow 920 cFm Air flow factor 0.019 cFml6tuh Air flaw tactor 0.047 cfm/Btuh Static pressure 0 in H�0 Static pressure 0 in M20 Space thermostat �oap sensfble heat ratiq 0_92 ROOnn NAME Area Htg load C)q bad Htg AVF Clg AVF (f�`) (Btuh) (eivhl (cfrn) (cfm) Mstr�ath 211 4527 1gg1 g$ g3 Mstr WIC 167 3$25 1529 73 71 M str Bed 339 4917' 3U91 83 144 Laundry 97 �777 12�2 34 �'� Bed 2 215 5052 232$ 97 109 WIC 2 2b 46 2B 1 � Bath 2 85 484 25Z 9 12 UVIC 3 4$ 672 142 13 7 Up Stafr/HaII/El 388 4717 1701 90 79 F3ed 3 195 4451 2484 85 11B Futt�onus 569 T5140 4273 28g �gg Fut bath 91 1590 315 30 15 Bath 3 78 1�41�' 370 27 �7 Cal�ulations appro�ed by A�CA to meet 21J requirw_meMs of Manual J 8th�d. ,�� 2014Aup-1313:18:39 � ' � �Faht•3Ude�UnWeranl 2p7T 7�.O.D7 RSUU7800 Pege 1 ..nlMilc.Nq�zkh5plVHiphtsoR HVAC1Slonewootl Torgenorf S�eon�i,n�p Celc=MJ9 Front boor(ace5 ' , . �a�' Ca� G hA_J J v1 (s� ,�-r �ntire Hpuse 2488 48114 19714 92p 92� Qther equip laads p d Equip. � 0.96 RSM 18925 Latent caoling �7Bg T07'ALS � 2488 � 48114 � 20594 � g2p g�0 Calcul2�tions appraved by ACCA ta meet all requir�ments of Manual J 8th�d. �Y1FF' �'1'L'�C4'f�' 2ot4-AuB.1313:16:3ff � RtgM•Suqc�Unberael 2012 12.0,07 RSUU7800 Pe�e Z � ,,,raUuNkell7esktop�lNAghlaon I•NAC1Skmawood Torpa�aon 3acantl.rup CpIC=MJB Front boortaces; , . . � �I�,,rry � � �� . L.oad Shoh Forc� (�1��x� Job: Torgeraon � 1 DaUe: Aug 13,2014 Enlire Flouse By: iNlke Horizon Cantractors, inc. Bi9T Hortzan drive,9hakapRe,Mn 83'�7A Phflnr:;F.12-60B.B22e F�x:852�445.4387 Eme�L mk:heelefi{�yehoo,com � • ^ � • For. Stonewoad ��"`�[� }c,D'�. = c�� I �� - r � ' ��s/ 5"� � - . . . r�r,� Clg I�It�ration CC7utsidedb(°I=j �15 91 Method Simplified Inside db('� 68 75 Constrtaction quailty Average Design TD(°F) 83 16 Fireplaces p Daily range - M InsidB humidity(%) 50 50 Moisture differencc(grllb) 51 32 HEA7'ING �QUI�M�NT COOI�ING EQUIPM�NT Make Bryant Make �ryant Trade BRYAM' Trade PREFERR�D 17 PURON AC Mndel 966TA60080V21 Cond 127ANA04$*"'"'A" AHRI ref no.5039825 Goil CNPV*�4821A*"+986`A60a80V21""" AHRI ref n�s.5104822 Efficiency 96.5 AFU� Eff1C18rtCy 13.0 EER, 16 S��R Heating input 50000 Btuh 5en5�ble cooling 33600 Bkuh Heating output 7800Q 8tuh l.atent cooling 744pQ Btuh Temperakur�rlse 46 °F Total cooling �48Q00 Btuh Actual air flow 9600 cfm Actual air flow 1 Gb0 cfm Air flow factar 0.025 cfmBtuh Air ftow factor O.�SO cfmlBtuh Static pressure 0 in W2p Static pressu� 0 in H20 Sp�ce thermostat Load sensible heat ratio 0.9Z ROQM NAME Area Htg load Cl�foad Htg AVF Clg AVF (f�) (Btuh} (er,uh) (dm? {cfrr,) 8ar 168 3744 1819 �4 g2 Game 207 2636 2926 71 1�47 Guest Bath 55 11�4 0 3 0 Guest Bed 210 2601 336 65 17 Wuest WIC 35 5�7 31 1� 2 Ex 152 1028 45 26 2 Media �44 2�86 1$39 52 93 Lake Entry/Paw 1 B4 2732 261 68 13 Storage 166 1113 49 28 2 B Mech 532 5QQ2 2�4$ 125 12 �Stair/El 243 159A� 707 4p 36 4 5SN 2$5 6910 3413 173 172 FPy 135 �4408 2157 110 109 Great 3�a2 4azo sss5 �a� 1s6 Dining 234 3384� 2295 $5 916 Hearth 164 696� 3883 17'4 184 Cafculatipns�pproved by ACCA to meet all requirwmehts of Manual J Sttr Ed. htsa�C- zo��-�.13 73;17;11 �� Rfphl•SuIke4D Unlvcranl 201?,�2,q,p��{�07800 Pepe 1 � ...enlMlkr.lpK3lctriplWylphtaolt HVAC131onewood Taqqrae�M&Lrup Calc=MJe Front D�r fnnn�; , ��Ji�� G Ir-e-rr � cd . . , • ..---. Kitchen 32B Z067 2588 52 13Q � Greenhouse 108 3999 1B55 100 93 HGtY1e Off 81 1401 $7B 35 29 Pant/Side ent 72 1387 828 35 47 Mud EtG 25t3 4d23 909 1p1 4B Main Stair 230 1974 �25p q�g gg En�re Hous� 4470 �3952 317$2 1600 1600 Qkh�r equip ioads 0 p Equip.@ 0.96 RSM 30511 �.atent cooling 2g3� TOTALS 447Q 63952 3344� � 1640 � 16W Galculations approved by ACCA to meet afl requiremeMs qf Manual J Sth Ed. ��+ 2ot4hup•1313:17:i i �� Rlght-SuxeaoUn�aarsa12D1212.0.07'R3ua�eop PA�2 � ...arslM�kr.tipng�plWiiphtaot[HVAC,1,SippawOpd ToiAeraon M&L.nip CA�t=MJ8 Fiant�oorfacrr; �� .�.�"� DATE TIME � CITY OF ORONO ' CALLED IN INSPECTION OTICE �CHEDULED � PERMIT NO. ��`�O C PLETED ADDRESS �� OWNER T LEP ON O.f�lo2"�7-��v y Z CONTRACTOR � �� Qul%� ..�/�L� � DESCRIPTION ��,� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � J d W ORK SATISFACTORY:PROCEED O PROJECT COMPLETE � ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in advance. ) 249-46�� OwnerfContractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice / � C � `�^ DATE TIMEL/ ' CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED � ' S � PERMIT NO. � -�� COMPLETED ----�" ADDRESS � �� ,;_,��f'17,.��I OWNER TELEPHONE,NO.��Zr�.�G�7 Z�=7�j CONTRACTOR � ' ' � � DESCRIPTION �� / "" ' " ��C, � W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE �PTIC INSTALL 2 OWNER/CONTRACTOF��NEELY'QU: YES_NO � COMMENTS: � aC ' `�J�' O � G �. � O � � � ♦ W � Q � � W � " � ' - � w � � j d W� 4VORKSATISFACTORY:PROCEED �PROJECT COMPLEfE ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAII FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours n advance. (g52) 4 - � OwnerlContractor on site: Inspector. White CopyAnspector's File Canary CopylSite Notice � �-,,.�.,-�� DATE �IME `�--�`��/- -� CITY OF ORONO CA ED IN INSPECTION N T C SCHEDU�ED ��" �•'�— PERMIT NO. �� -�l��C MPLEfED ADDRESS l�!D ��--�" OWNER TELEP ONE NO.�� '�� `Zg� CONTRACTOR �; DESCRIPTION ��EQOTING ❑ PLUMBING FINAL / ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. p ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL � ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL � ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �� " DK ��'� 5�t/�C'-`>S a ��15 ^ � J O � F'6��+�[S �` � o�s�'s��'' ��kst��r 5 � ° ' ,�5 iri�1'e�J'•c•i D� � � . ` �/xr��► .t �D YGC /'��Ti� Q � �I ''I �5�. �� S4'l N+� . � � �'i•c �5,� d O!1 -�- D6�.r W � � � W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE C��RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ��CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ion 24 hours in advance. (J52� 249-4600 Ow Contractor on sit • �P� Inspector. White Copyflnspector's File Canary CopylSite Notice ,~ � �� C `-�' — " DATE T�►� CITY OF ORONO CALLED IN � �' �J�, INSPECTION OTI E SCHEDULED .— `�� PERMIT NO. connP�erE� ADDRESS � � OWNER T PHONE NO. CONTRACTOR �; DESCRIPTION r � �� c � ty ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FI G � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLAN � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS / � � FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a �vuw��o.�, — �r�H. � ��/y� — w� ro�/��c �6.�c J � � O �. � ° Fo�i H,•��co �, wrt�.�� - ��►�s� ��s��4��.— D�C W � Q � 6!C � �.cc,G � (l Z W � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CAII FOR REINSPECTION TEMPORARY V BEFORECWERING 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 r e nex ' spection 24 hours in advance. (g52) 249-4600 Owner nntractor i e: 6 a�'LQ�� Inspector. r ��`^ -�. White Copyllnspector's File Canary CopylSite Notice �� , � DATE T�ME� CITY OF ORONO CALLED IN �-- � INSPECTION NOTI E SCHEDULED !`��._. _1_'� PERMIT NO. �� COMP ETED � ADDRESS �v �� OWNER TELEPHONE NO.�S�- ��r�� CONTRACTOR � DESCRIPTION ��/ �'�� l�/ ��f� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q �OURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y �� FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: � � -��'��+5- orc,�j4� - 3t ry �-�ti�ls - 02 ` a .'C - � �ert�c;��s - � 5 � .�"G.0 �� 9 ` k.��3 , � � 4 �G✓ ��IV2�1 ��r �� G✓� �a�i�rC�Ci/t ll W � • � — e ��rL '_ Q z � o� �o ti �a �'G� �`al4�kS ^ � _ � �� ,$ _ a , g ��ya,� ,. � � o� �� a�clt cd�•,s- /6 `�x�d�� ,��- a �/Yll�s�t � .ri�:s (��r�i�tc� / /'�6av W ❑WORK SATISFA TORY:PROCEED ❑ OJECT COMPLEfE ��GQ88ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: � Inspector. ""' White Copyllnspector's File Canary CopylSite Notice C� D E TIME � 1CITY OF ORONO CALLED IN — HEDULED ��—' �� INSPECTION NOT C�Ey/D/� (,� /� PERMIT NO. � Y d CO PLEfED ADDRESS � //� OWNER TELEPH N NO.� 5`�`�� v!°� CONTRACTOR � , � DESCRIPTION I a��'l�/ � 6 � � ly ❑ 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 ❑ 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 c�.� COMMENTS: � W a o D�a<y � D l�C � - � n �s:C �So,�� .�s d- �r�� o �K� �r��o�s _ Q 11`�O h - /�'L1�i'�v r �2'✓!c•r•• ��b �! t�O � ✓�l6Hl� ��1� 'L� - 2 W � � C O-f' �cl�` � �� Y CU!��/ J d W �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ORR RK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �i^— � White Copyflnspector's File Canary CopylSite Notice �� DATE ._71ME � CITY OF ORONO CALLED IN 3<<-�5 2�'��t� INSPECTION i SCHEDULED —� �S 1.1'.� PERMIT NO. ' �� COMPLETED ADDRESS L� I-U l�► �� C.! OWNER TELEP NE NO._�n ( 2-- � �3`� CONTRACTOR ��►��c�CX�� S � DESCRIPTION ��"��`"� �'� �� (N�2C�era-.Q� l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION �€FMMING ❑ 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 Z OWNERICONTHACTOR TO MEET YOU:_YES_NO � COMMENTS:��F�v�!I Q �/�. '��'4 s S �J'�'�rK c v a �� rkfScs �4�'GLL� �i��Pak�,c.�4�4�t o /� D�'4.�fs� �4 r ic� 6�r.�- kilGl�f L��L- � a� �6 rtl� ��.�— W � �rlc'��017 ��r,� a' W�l�l lb�v /A��.t�j,�� Q �P�D� �Y)� r2tr,t5 d'n ¢i�cG�� Jd��s � �G��se z `� -� fie S � �s�or C� � �� io � ��r � s � j u,� G��SG 4 SSe� _ a �'(o<< y ' W ❑WORKSATISFACTORY:PROCE D ❑ PROJECTCOMPLEfE � �Q�EC-F T WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP OFiDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 2a hours in advance. (952) 249-4600 OwneHContractor on site: 1 J,2�e� Inspector. � iW � White Copyllnspector's File Canary CopylSite Notice " � DATE TIME� �� CITY OF ORONO �CALLED IN INSPECTION NOTI E SCHEDULED � �— PERMIT NO. � cOMPLETED ADDRESS � OWNER TELEPHONE N . ��Z-�-(b�� CONTRACTOR �"��aY�; ►.'�`-r� � DESCRIPTION `1�� 1�-� �� I�� ly ❑ 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 _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ S�f�TIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_.;i ES_NO � COMMENTS: . 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(952) 249-4600 OwnerlConVactoronsite: �GSa'� Inspector. �T�- � , White Copyllnspector's File Canary CopyfSite Notice � �� ATE TIME� CITY OF ORONO CALLED iN �-L-�� INSPECTION IC.EJ //D� SCHEDULED �—1 � S �:�� PERMIT NO �r � OMPLETED ADDRESS � �� OWNER �EI�E HONE NC�/a'�� 3�J CONTRACTO � a DESCRIPTION ly ❑ 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 ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS:,l�%� D� S� Ca�Kc r � a (!J 7r..�,., -1_ '�.s5�t� l.v�� l..L�¢� ..Sc/�� 0 � n ewovvL �} Or�e.•�t Y►��•� ,p e✓ IN�•r�c�•�i�i•��S '' S L�S ' Y � � 1� �45�ic�c.- S/�t4�i�ss� � �ia..� •rl s � bd7�7�v�+4. 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