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Home My WebLink About2014-01447 - new structure _ • CITY OF ORONO * z 0 1 4 - 0 1 4 4 7 * � 2750 KELLEY PARKWAY DATE ISSUED: OU26/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3926 CHERRY AVE pI� : 08-117-23-33-0019 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,050,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, WELL(STATE),ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUN TION SURVEY MUST BE SUBMITTED AND APPROVED BY T��F.. CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: �� NOTE: PRIOR TO ISSUANCG OF A CF�T[FICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBM[TTED AND APPROVED BY STAPF. 1NITIAL: _�_ NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURV�Y A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQU[RES A$10,000 ESCROW. INITIAL: �� NOTE: PRI(1B�T0 RELEASE OF ESCROW MONEY AN AS-BUILT SURVEY MUST BE SUBMITTED AND APPROVED. INITIAL: �, (� NOTE: PRIOR TO THE COMMENCEMENT OF ANY EXTERIOR/LANDSCAPING IMPROVEMF,NTS,(PATIO,GRADING, SIDEWALKS, RETAINING WALLS,ETC.),A ZONING PERM[T IS REQUI APPLICANT PERMIT FEE SCHEDULE 6,464.59 PLAN REVIEW 200.09 STONEWOOD, LLC STATE SURCHARGE(VALUATION) 520.00 153 E LAKE STREET WAYZATA,MN 55391- TOTAL 7,184.68 (612)462-4000 Payment(s) Minnesota State License#: BUIL-BC594315 CHECK 13288 7,184.68 OWNER WASHUTA,KENNETH 3926 CHERRY AVE MOLTND, MN 55364- AGREEMENT AND SWORN STATEMENT The work Yor which[his permit is issued shall be performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if consuuction 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 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. � �, �- �j'��L- ,"./� �'"� -�- / /��1� Applicant Permitee Signature r'"" Date Is ed By Signature Date VV�f..V��V ■ V�\�� r�� V�V/'1� �V�� FOR NEW STRUCTURES, ADDITIONS � �� $�• �g MailiPO Box 66� 1'�� Permit number. .� ., %� ` '-/_� ;' '�� r �� Crystal Bay, MN 55323-0066 '.' Date received: �.%' 1� !4 � Sh+eet Addr�ss:' ,-- `,`, ,r,� Reoeived by: �i� � 1:iZi � s. ��' 2750 Kelley Parkwa� f� . s: �' �=;• P an review fee: � , j (^ , �� '�i ��'Y' sHo�"�`G Orono,MN 55356 `�',=`�_��I -;: _ _ ...,____�.___ �Z.iU� Total Fee: � Main: 952-249-4800 Fax: 952-249-4616 www.a.orono.mn.us This application form must be completed in full and all required information must be submitterf. lncomplete applications will be r+eturned. (Please print) GENERAL INFORMATION: 1 �f Job Site Address: d� � li�e,rl� /� ��. Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes o Kyes,a specfel erient pem►Itis►eqribed wlth Pollce Departmen2 and C�y Coundf appmval SO days pn�orto the event. ShultAe bus serv/oe ! e reqruired unless app/k�nt demanaV�lea suArcie�rt on-sfte parldng Js avelleb/s. Non-penn/lted e►�r�ts wU/rlot be allowed CONTRACTOR/APPUCANT INFORMATION: Name: S-f-�r�z�.✓ooc� .Z-.G• State License# G S S Expiration Date: Phone: cel "I . 7, �6 7b �ffi� t a. �6�. OD Mailing Address: � S e E. C' � �,✓u «• G ZIP: S' Contact Person: S i/en Gvs fr f=S • Applicant is: Contractor I Homeov+{ner �c�,on.� Email and/or Fax: Q. Sf- �iMb� . Lo� a-s o,-�- s' ��v oo`( . c.nr.� PROPERTY OWNER INFORIIIATION: ,�/ 1'��.I'IVIC �- NQL�i�°�.. WAShU t� Name: I� � („�a5� c1'}'G �- /VP�+/S��ti Phone (day): — Z o�� r Address: G �/� Cit : ,/►/1�,r,►.� ZIP: s5 ,3�Gf Emai!and/or Fax � � ,n ARCHITECT 1 ENGINEER INFORMATION: wame: rJ' I►'�1t S �,✓�1 G:G: Phone(day): ' . � Addr�ess: t ,�� /' C' : � Z.•L'1�c� Zlp; �3 Email and/or Fax: �v1� U]— S�o�� .G a✓� . PROJECT INFORMATION: Descri ' n of 'ect: 1.Type of ProJact 2.Proposed Use 3.Structure Type 4.Sewaye Dlsposal b Water SupP�Y New Construction �Sirigle Family with �Reside�oe ❑Addltion attached gerage Garage/Ac�cessory Bkig. �PuWic Sew�ar ❑Acoessory 8uilding ❑ Single Famiy with ❑Dedc ❑Relocation detached garage ❑Offioe/Commercial ❑Private Sevu�r ❑Other.(spedy) ❑Mult�le Family 1 Condo ❑Warehouse ❑Public ❑Storage ❑Public Water *`Any oarth movement may also require ❑Commercial ❑Other(specify) Mcwo re�.w a�mtts. ❑md�sa�ei ❑Privete weu Minnehaha Creelc Waterahad DiaMd(MCYVD) ❑Other. (spectifY) 18202 Minnetonke Blvd Deephaven,MN 55391 Pha�e: 852-471-0590 Fax: 952-471-0682 in Estimated Construction Valuation(excluding land) s 1 ,C3S(7, ��, (�T .-- ,�;`�so�I ��- ��! - 3 s�� 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction . C,I � �� = a. Length(ft.)= D G � Number of bedrooms=� ��F�me b.Width(ft.� �� Number of garage stalls: ❑ Masonry Areas in sauare feet q��- 7 ❑Metal ❑ Pols Bldg. c. Basement= �� Detached= � ❑�CF d. 1"`Story = 17 0� � i,7 9 S ❑On-site Prefab e.2 Story= ❑Off-site Prefab f. h Story = 06 �aner(p�ease specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for our a lication to be rocessed: Not Enclosed A Iicable ❑ ❑ Permit A lication D Pro osed Buildin Plans 0 o MN State Ener Code Calculations and Mechanical Code R uirements Form O Surve meetin a(I re uirements O ❑ Stormwater Pollutian Prevention Plan ❑ Hardcover Calculation s ❑ Se tic S tem Site Evaluation Re �t ❑ Access Pennit � WeUand Butf�er Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above 0 o Minnehaha Creek Watershed District Permit s O O Plan Review Fee ❑ ❑ Application Escrow 8 Agreement ❑ O Other. APPLICANTIOWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City cf Orono for enpinee�ing consultant review costs in excess of 5600; • Certifies that!he informa6on supplied is true end correc:t to the best of his/her knowledge. The applicent recognlzes that they are solely responsible for submit6ng a complete appfication being aware that upon failure to do so, the staff has no altemebve but to�jed ft until ft is complete; • Adcnowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classifiad by Stabe law as either private or co�fidential. Private date 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 subjed of the data. Our purpose and intended use of this informaUon is to annually update our records end records of other gavernmental agenaes requir�ed by law. If you retuse to supply the information,the applic�tion may not be Issued. • Agrees that in the event that weather or other conditlons prevent the completion of an as-built survey at the time the CertlScate of Occupancy Is requestsd,a tempoiary Certificate of Occupancy may be issued upon receipt of a 510,000 escrow to ensure completlon of the as-built aurvey and all site improvemer�ts. Applicant's Signature: /y�v � " Date: !z l� l� Owner's Signature: 1 1� �._��/L� Date: � ,.,,. .� .w��x�.�+�'"�w��.�� ,;; REN�ARKS (in-house): Fees to be Char ed YES NO P�rrr�i4 Plan Review i� �tate �urcharge �``� lnve�tigatior� Fee � SAC—Num�er of SAC Units ,�a�� u� ��=�-� �� `�6��`� Othertspecify) t�-ti� •�� ,�` S uare Foota e � er S uare Foata e ` Basement X - � � 1St Floor X = $ �'! 2"d FIoOr X = $ � Garage X - $ �,� Estimateci Construction Yalue: $ �� r ��'�� Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site � Plumbing 0 Grading/ Filling �` Well � Fiardcover R�moval L� Mechanical � Fire ,�' Electrical ,� Footing � Septic � Water Connection � � ,,�J Poured Wa11 ,� Fireplace � Sewer Connection j� Foundation Survey � Masonry � Lawn Irrigation � Radon Rock Bed ,�'!f Mfg. � Framing � Other(specify) ` ,,� Insulation : � As-Built Survey �' Final � � Wetland Buffer C3 Other(specify) , �` � REMARKS (in-house): Other Review: R�vie�aec� b�: Date A�provec�: �5ccess: Existing: � YES � NO New: � YES L� NO OFFICl/�L E2E�laRi°�� -TQ BE NQ ED ON PERMf�AI�D IN{TIAE.LED -�' ��[ � �� - � ° i � �' �`�, � � ;��' � � s"� � �. � � �'�,�� Y�-�'� �� - Updated January 2013 q,� � ��,�+ {� v:\forms\plan review checklist 2013.docx �t� ��J �� [ � • � � I �.. �" [�! r —• J-r` E � � �''�'�/�!1' �: , �L�4,N RE�fiE1N �I��C�L��T �OR �EW STRUCTIJRES / ��3�iTIQt�S �►c�dress/Permit Number: ,�� Descriptia�r� of�ork: � � '�� 0 � �� Septic reviev�by: �Jdi� Dat��approved: Zoning review by: �E, � Date Approved: I "1� � �J'r � Building revievu b�: � - Date �pproved: d-- o� • �� Graeiing revievv by: '`� ;�� — Date Approved: �.;,� �'��`�.��, �' �. Zoning District: �� Zcaning F�Ee#: Resa#: Reso Date: ; �;� �; �� ,,� .�1'��s'�'4�:" = C p'6 F�e'`' � Zoning: Lot Area: . SF/AC 16�idtf�: Lot Coverage: � SF % j1 �°:f � � - �. Survey Submitted: �es 0 No Date of Survey: ��-' �3' ��° Revised ciate(?): I °� �'{.� � Proposed Setbacks: o��` f -�'�-�di`�� _�;�-` t�,� tl ,��k e 1;, ��!�` � F�it(Lake) �(�treet) e f � S' V�E W )a ( N (�S E W ) Other Buildings Wetland � - 3� sicEe � °�iae p '�`-'��f t �� r �� ` ��Q ` ��_ _, _ �� , � � � , Defined Height: P�ak Height: FFE: � FFE minus 6 feet= - (Existing Confiour) ,--T Perimeter(linear ieet) = 50% _ #of Stories ,�� Ok? 0 -�S � FOR A BUILDING I�iTH A BASENfENT OR CR�4WL SPACE: The distance between the lowest FOFt A BUILDING ON A SLAB FOUNDATION: START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance belween the top of slab and the highest point of the roof. If you have a... If you have a... • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no windows): Subtract half the windowsj: Subtract half the distance distance between the highest point between the highest point of the roof j, of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof �'` (BASED ON ROOF a GABLE OR FiIPPED ROOF(with (BASED ON . GABLE OR HIPPED ROOF(with TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance �` distance between the top of the between 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 beriveen the (BASED ON and the highest existing grade adjacent to u;. .J basemenUcrawl space floor and the EXISTING the foundation. � _� (BASED ON EXISTING I highest existing grade adjacent to the GRADES � , , _ -, :J GRADES) foundation OR 10 feet whichever is less. ��' _ ( ) EQUALS Defined building height - �.:'. EQUALS Defined building height �, , ,. Si�oreia�c� [�istric� �IiCI►Il� �ermit Receivec� 6tvera e Lakeshore Setback Illiet? BIufF Ye� � I�o � N/A � Yes �'No Yes � No � Yes � No N/A .,' Permit Number: Setback: � Stormvrater G�ualit}` Existir�� Proposed �ariance Requirec€ �E�f� I��quirec� Overfa District Tier Harcicover FBardcover E�.� �,�,.�� 0 Yes No � Yes No � �'P��€�' ��"�� Type�S�: T�p��s�. , Updated: January 2013 v:\forms\plan review checklist 2013.docx City of Orono ;-�o�o., Hardcover Calculation Worksheet � � Property Address: 3 9 2 � G N� 2 R �f A �/ E1� (> C. ,\\�� ,E��,.,wE"%� Prepared by: �A N D �� 57E 12 (�l Date: /2 /7 /� Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER tn 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 Hardcover Item(Describe) Length x Width Total Surve S uare Feet Exam le Ga a e 24'x 30' 720 S.F. A O O S.F. e G S.F. C S.F. p S.F. E � S.F. F S.F. G S.F. H S.F. � S.F. � S.F. K S.F. � S.F. S.F. N S.F. p 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. 1 Total Existin Hardcover � S.F. Excludable Hardcover See Cit 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 S.F. 4 Total Lot Area O S.F. Proposed Hardcover Percentage [(3)i(4)] ��j % (Proposed Hardcover next page) This is an information packet regartiing Hardcover. Every e(foR has been made to insure the accuracy of the information contained heiein; however,if any infamation is not consistent with provisions of the Crty Code, the Code provisions will prevail. Page 8 of 9 I ' , - City of Orono , �.otio. Hardcover Calculation Worksheet � Property Address: �j� 2, (o G I-� E R R y A V E N l� E. i'`\�K� _ ..,�„��,��\ �rerared �y: �,G1 N D Y STE (2 N Date: �2, �7 14 StoRnwater Qual�y Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 . Step 2: PROPOSED HARDCOVER In tMe following table, identify al! 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 prope►ty. For Tier 1•properties, identify any features by letter which are split at the 75' setbadc line and calculate hardcover square footage se aratel for each ortion. Ke.y to Hardcover Item (Describe) Length x Width Total Surve S uare Feet EXam le Gara e 24'x 30' 720 S.F. A O S.F. S.F. B S.F. C p p S.F. ,� S.F. S.F. F S.F. G S.F. H ' S.F. I S.F. J . S.F. K S.F. L S.F. M S.F. N �` S.F. O 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. 1 Total Pro ed Hardcover Excludable Hardcover See CR Code Sec 78-1684: S.F. S.f. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro ed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area p S.F. Proposed Hardcove�Percentage [(3)+(4)] 2.2 4 % This is an information packet regarding Narc/cover. Every etfort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the Cdy Code,the Code provisions will prevail. Page 9 of 9 Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf N110L8 CertiScah ��/,6/�(.� S�te Ilddr�: �"f l � ��r y l�� Smldrra Namd Co�a� I]abe: Co�tractor Name: ��U�l ��'� �c?'l'r'�•-� f�^'�� ioense Number: Locatiiw� Type of I��ed Type Larabineri S�e I�srdataan R-Yalur As �S C�vv /�/f�'�- �, " /r rtoof Ceil' 10 h.✓� (S�. � Cwob�e�tion tir Walk ' 'vu '�•�j � �✓✓� Nfa�er " Slab-on-Grade PAo�dfef Floor �u� D��fis Outsid�of Ca�d'itiaoed Rim loist l�t�d t �� Q La�cah�o,ri R-Ya�ue Faundation Wa� l.✓-�f� InoisiQ 6c�ar or Ir�gral A U-,Factar 57�'GC s�a/ar baat � rao�t oa�srs�e Adis�r Fe�r�tration Radoo Ca�trd T I AFi/E Man�rfa�r !'Avdd Caok�oe�e+alH�atLos Hea6 0�cc l ; r� H.a - - -, C>L- ac, :� �/�4L T Ra ' S�EfR rAodd C Load ffc�f Gain Cod' ar ;!' - I �'� � �•,, '' 7 � o u o i L T Laca�iosn Car�6�naiors Ke�w� Tatal Vrsstilatioan Medwnical Vent�iation �.-.n: <;•( 6 C � Packet Last Updated: 04/19/2013 Page 19 of 23 _ _ Load Short Form Job: Washuta -�- wrightsoft' Date: Dec.15,2014 Entire House By: Mike Horizon Contractors, Inc. 8197 Horizon dnve,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-4454367 Email:michaelstng@yahoo.com � • ' • • For: Stonewood � - • • • Htg Clg Infiltration Outside db (°� -15 91 Method Simplified Ins ide db(°F� 68 75 Construction quality Average Design TD (°� 83 16 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade BRYANT Trade BRYANT HEATING AND COOLING SYS... Model 986TB66120V24 Cond 127ANA060"**B AHRI ref 6491817 Coil CNPV'6024AL*+98(6"6,7"A)66120V24*'* AHRI ref 6864044 Efficiency 96.5 AFUE Efficiency 12.5 EER, 16 SEER Heating input 120000 Btuh Sensible cooling 39900 Btuh Heating output 117000 Btuh Latent cooling 17100 Btuh Temperature rise 58 °F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft�) (Btuh) (Btuh) (cfm) (cfm) L Laun/Mud 316 5219 1405 107 69 Low Bath 72 726 90 15 4 Low Ex 221 2612 936 54 46 Bar 112 2493 1059 51 52 B Rec 374 776 217 16 11 B Stair 230 4041 979 83 48 Billiards 260 1100 259 23 13 Mech 426 4745 291 97 14 Office 144 3778 1758 78 87 Dining 229 4395 2803 90 138 Great 333 6631 4209 136 208 Main Stair 230 6061 1987 125 98 Foyer 90 1700 881 35 43 Kitchen 352 4757 4608 98 228 Mud Etc 289 4692 1450 96 72 Up Stair 186 5975 2562 123 126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Dec-17 14:22:12 � wrightsoft' Right-Suite�Universal 2015 15.0.03 RSU07800 Pa e 1 9 e\Desktop\Wrightsofl HVAC\Stonewood Washuta.rup Calc=MJ8 Front Door faces:SW Bed 2 275 4183 1643 86 81 Bed 4 180 3577 1233 73 61 Bath 4 72 2116 390 43 19 Bed 3 182 4191 2624 86 130 Up Hall 237 1922 564 39 28 Mstr Bed 300 11298 4188 232 207 Mstr Bath 133 1130 545 23 27 Mstr WIC 117 214 125 4 6 Up Bath 99 1484 713 30 35 WIC 4 42 77 45 2 2 Laundry 99 1988 791 41 39 WIC 3 35 615 125 13 6 Entire House 5635 92496 38481 1900 1900 Other equip loads 0 0 Equip. @ 0.96 RSM 36942 Latent cooling 4400 TOTALS � 5635 � 92496 � 41342 � 1900 � 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Dec-17 1 P 9e 2 � w�IghtSOft' Right-Suite�Universa1201515.0.03 RSU07800 I�.r�+A ...e\Desktop\Wrightsoft HVAC\Stonewood Washuta.rup Calc=MJS Front Door faces:SW �°�o C ITY OF ORONO � �, Street Address: Mailing Address: Telephone(952)249-4600 '��, ` 2750 Kelley Parkway P.O. Box bb Fax (952)249-4616 �,y t�,�' Orono,MN 55356 Crystai Bay, MN 55323 www.ci.orono.mn.us kESHOFti January 8, 2014 Sven Gustafson Stonewood, LLC 153 Lake Street E Wayzata, MN 55391 Re: Building Permit Application#2014-01447 I � � �j� 3926 Cherry Avenue On December 18, 2014 the City received a building perrr ' �'� ��,( �`��/�� r � \- �•� Staff conducted a preliminary review based on the infori ��y�J� or revised in order for your application to be considered� ' (� . � � � dQ 1. Certificate of Survey. The City Engineer has r ' `� �,,�,_ _ � n,^�• � �G�(,� provide two copies of an updated, full size cer ��l► .��'�� (enclosed)addressing the comments below. ' � �5(� rn,,,� a. Retaining walls to the north of proposE ��(,� � V �l.Yt high. Walls 4-feet or greater in height ' submitted to the City for review. Tiered the height of the higher wall. ' � {1 't711 '�'' b. The grading plan appears to direct runo the proposed house. Additional gradin( �--' swales directing runoff along the propert�, c. The silt fence should be installed and in: contractor must provide a minimum of 24 d. The 75' setback line should be shown on 1 retaining wall are encroaching into the 75' 2. Escrow& Escrow Agreement. Permits involving gr an escrow and an escrow agreement. The purpos out-of-pocket costs incurred during the review of y� with City Code Chapter 79 relating to erosion contrc is$2,500. The escrow agreement is enclosed. The check for$2,500. The above information is required in order for the plan revie� or by email at cmattson@ci.orono.mn.us if you have any ques Sincerely, ITY OF ORONO /�l)J`Nv 1'r'W�y+�v/`'� ris�ne Mattson Planning Assistant c Kenneth & Nadine Washuta;3926 Cherry Avenue; Mound, MN 55364 Sven Gustafson via email Randy Stern via email Lyle Oman, Building Official enclosures I Christine Mattson From: Christine Mattson Sent: Thursday, January 08, 2015 12:16 PM To: 'Gustafson, Sven'; 'tom@stonewood.com' Cc: 'rmsterns@comcast.net'; Melanie Curtis; Lyle Oman Subject: 3926 Cherry Ave/#2014-01447 Attachments: letter.pdf; Escrow Agreement- Building Permit w Erosion Control 2014-01488.pdf; Survey Requirements - March 2014.pdf Sven, Attached is a copy of the information being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323=0066 (mailing addressJ �' 952.249.4620 � g 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,lanuary 19,2015 i Christine Mattson From: Adam Edwards Sent: Tuesday, December 30, 2014 4:36 PM To: Christine Mattson Cc: Melanie Curtis Subject: 2014-01447 3926 Cherry Avenue Chris, I've completed a grading review of the proposed plans for the permit/property listed in the subject line and provide the following comments: 1. Retaining Walls to the north of proposed house and southwest of proposed house are shown at 4ft high. Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review. Walls less than 2X the height of the upper wall apart shall be considered one wall. 2. Grading plan appears to direct runoff onto the northern neighbors property off the north corner of the proposed house. Additional grading detail to be provided along the north property line to define swales directing runoff along the property line and not toward the adjacent house. 3.A separate utility permit will be required for the sewer connection/reconnection. 4. The silt fence should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. Adam Adam T. Edwards, P.E. 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N ID: Print Date: 12/30/2014 � Owner K P Washuta&N Washuta Market $607,000 Name: Total: Parcel 3926 Cherry Ave Tax $7,203.48 Address: Orono, MN 55364 Total: (Payable: 2014) Property Residential Lake Shore Sale $�00,000 Type: PI'iC@: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Homestead Sale 05/2014 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 0.55 acres Sale Warranty Deed COPYRIGHT OO HENNEPIN COUNTY 2014 Area: 23,955 sq ft Code: � � Think Green! ____-----_---__._I http://gis.hennepin.us/Property/print/default.aspx?C=450837.99972222576,4977725.0525... 12/30/2014 +.�.; . I � �.t I �Q�� , � � �� ^arW�.`�r I y .>. � _ � .� \�� G. 3: § . q � �a � I F -.:_, ,.... .., � � �d . fi �d !�;.. . ��v �� ' � � � � ..ct' � kf5H0 '� 3 . , . . • ___' .. 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' �� 4+� - ,'3. +�+� �.� �a .�: .. . . �^�� . _ . r. _ :- . _ s� Y�. . . i �.� r �� '��v =.k .,� . . : �._Y F __ E � , y � qt 'I h . �a' � . . . . � ��. .. � � � jF t� �c � �� y. . �� , .. � �� ... .. �� ' �� .. � � }n � � � � � g .. . .. ..._ r. ..i�'. � � " '�.t.. � � ' . � '.w�`� �� <� � � •+ �j � � . ,� �� .' .. ��, s . . - , �� _� �� •« i , '. , � �.. ��,� ��;'^� �' �, �/ � � � ° .i � � � 3926 Cherry Ave � � �, �� ;��.; ��IN _ . � � . � , � � 4 �_ �a� x . _ _�F: .�� , r « �t , ' ' .�� .. �, . ., s , v � . �. � _ .�_ � ; � �_ � � .. ,: � _ . � ��s��m�,: � �� Ih�sdrawngisne�rtheralegallyrecordedmapnora _ _.__ _. _. — _ — _— . . _ _..__ _ _ _ ...._._.—.._. . . . . �� survey and is not intended[o be used as one.This drawing is a mmpilation of remrds,information,and data 0 60 Feet located In various city,counry,and state offices,and other sources afiecting the area shown,and is to be used far reference purpos only.The Ciry of Orono is not OO Bolton&Menk,Inc-Web GIS 1/7/2015 2�50 PM .P<��nm i�.a��a��.a��P<n.,.��ra��ad. ' • : • . 1 � emo To: Finance Department From: Christine Mattson, Planning Assistant ( � V" CC: Street File Date: July 1, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit #2014-01447 pertaining to 3926 Cherry Avenue is complete. Please refund $10,000 to the property owner, Kenneth & Nadine Washuta. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Kenneth & Nadine Washuta 3926 Cherry Avenue Mound, MN 55364 w:\street files\cherry ave\3926\escrow refund 2014-01447.docx • � , TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit�Y101401447 AGREEMENT made this 1��'day of _�jJ. , 20,�, by and between the CITY OF ORONO,a Minnesota municipal corporation("Cit�')and Kanneth 8 Nadirw Washuta ("Owners"). Recitals 1. Construction of the new residence located at 3926 Cherry Avenue, the ("Subject Propert�'), legally described as Lot 12 and 13, Block 5, Crystal Bay Vfwv, Hennepin County,Mtnnesota,is the subject of building permft application number#2014-01447 has been completed. 2. Winter conditions currently prohibit completion of exterior improvement5,final grading,and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy("TCO")to the Owners so that the Owners may occupy the new residence. . 4. The City will issue a TCO only if the Owners establish an escrow to ensure compCetion of '' exterior improvements, continuation of erosion control and submittal of an as-built survey t0 the CI�. r, v NOW THEREFORE,THE PARTIES ACiREE A3 FOLLOWS: i. DEPOSIT OF ESCROW FUND3. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit i10,000 with the City. All accrued interest, if any,shall be paid to the ` City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred(including planning,engineering,in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the woric and to repair any damage to public property or infrastructure that is causec�by the work(including planning, engineering, or legal consuRant review)associated with buildine permk#201�- 01447 if compliance with the approved building permit is nat accompiished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs,the City will in turn send a bill to the Owr�ers. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses inwiced pursuant to ik3. The City may draw from the escrow account without further approval oi the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSINCi ESCROW. The Balance on deposit in the escrow, ff any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to retum the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successiully completed. 155441 I 6. CERTiFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn.Stat.§§415.01 and 366.012. 7. ACCES3 TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors,the right to enter upon the subject property f�r the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: By:�� - �►��1�� Its: f` l� �L� I� 7 � Intemal Use Only: 0 Orfpinal to Flnance Departmont �Copy to Strost Flle 155441 I 1 � � �' STONEWOOD LLC �►ssociated eank,Nr4 13806 � 45 S 7th Street,Ste 29D0 153 Lake Street E Minneapdis,MN 55402 Wayzata, MN 55391 7�-57nss (61Z)462-4000 �� ^��' �� PAYTOTHE � �y`/ o� Q�c� Q I � �C�� r ORDER OF �J� 7 �c�„ k� esey.�� F i� 1.l .Jl A -� °i"� � DOLLAR MEMO J 1 Z �i C*-ls�y � � � — / �' AUTHORIZED SIGNATUflE �283 337 067��' ' '��l�'J�iIV� ' = � ' City of Orono - - - - 2750 Kelley Parkway Orono MN 55356 • 952`249-4600 Receipt No: 3.014687 Nov 19, 2015 Stonewood LLC Previous Balance: Permits •00 Temp C.D. 3926 Cherry Ave 7,500.00 101-22205 � Defsrred Rev-Developer Deposit Total: --------------- 7,500.00 Check `--'-`-'-_- Check No: 13806 Payor: 7.500.00 Stonewood LLC Total Applied: 7,500.00 ------------- Change 7endered: .00 11/19/2015 08:36AM====�Y===-=_ � � . , , CITY OF ORONO * z 0 1 5 -� 4� 2750 KELLEY PARKWAY DATE ISSUED: 1 U19/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3926 CHERRY AVE PIN : 08-117-23-33-0019 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT-2014-01447 APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 STONEWOOD, LLC Payment(s) 153 E LAKE STREET CHECK 13806 7,500.00 WAYZATA,MN 55391- (612)462-4000 Minnesota State License#: BUIL-BC594315 OWNER WASHUTA,KENNETH 3926 CHERRY AVE MOUND, MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for onty the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming 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 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 for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date I �� i v�-r-� � ✓ A{iREEMENT made this day o� V , 20�S, by and between the CITY OF ORONO, • ' �� a Minnesota municipal corporation (`Ci ty") Kenneth &Nadine Washuta("Owners")_ Rsc b i. A building permit appiication has been filed a new single family home and detached accessory structure located at 3926 Cherry Avenue the (`Subject Property°), legally described as lot 12 and 13, Biock 5, Crystal Bay Vew, H nnepm oun , nnesflta. 2. Owners request the City to review this application. 3. The City wiil commence its review of the application and incur costs associated with said �eview only if the Owner establishes an escxow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIE8 AQREE AS FOLLOWS: 7. DEPOSIT OF ESCROW FUND8. Contemporaneousty with the execu�don of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to refmburse the City for its cost in administering the escrow accaunt 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket c�s#s the Cit�r has incurred {including planning, ennl��vorin_a. in excess of t600 or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible fo� under a building permit application. The escrow Mril! also guarantee reimbursement to the City for all out-of-podcet costs the City has incurred to assure that the work is completed in accordance with the Storn�water Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous oonditions associated with the work and to repair any damage to public property w infrastructure that is caused by the work(including planning, er�gineering, or legal consultant review) assocc;iated with bulldlnp psnnit iZ01�.p1447 if compliance with the approved building permit is not accomplished. 3. MONTHLY BIWN�i. As tt�e City receives consultant biHs for incuRed costs, the City will in tum send a bill to the Owners. Owners sha�l be responsibie for payment to the City within 30 days of the Owners' receipt of bill. 4. DtSBUR8EMENT FROM ESCROW ACCOUNT. In the event that the Ovmers do not make payment to the City within the timeframe outlined in�3 above, shall issue a Stop Work Order until the Owners pay all enpenses invoiced pursuant to #3. The City may draw from the escrow account wlthout fu�ther approval of the Owners to reimburse the City for eligible expenses the Cfty has i�unred. 6. CLOSING ESCROW. The galance on deposit in the escrow, i� any, shaH be retumed to the Owners when atl requirements related to the project are complete. City Staff shall review the terms of this escr�ow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to retum the funds. Owner may aiso request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all r+equirements of the project have been sutxessfuHy completed. 6. CERTIFY UNPAID CHAR�iES, tf the project is abandoned by Owners,or if the eligible e�enses incurred by the City exceed the amount in escrow, the City shall have the right to certify�e unpaid balance to the subject property pursuant to Minn. Stat §§415.01 �nd 38fi.012. CITY:;CRY OF ORONO p 8y: � � " �� '�-� � . .(��/`�� it�: � �l i'111 ` �� -��C�� - _ . , ._. �. . .� . - � . _ __ _ .y. :� _ ,.��i ��. �.-.� I . • CITY OF ORONO � 2750 KELLEY PARKWAY 'k 2 0 1 5 - 0 PJ 0 Z 9 * DATE ISSUED: OU12/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3926 CHERRY AVE PIN : 08-117-23-33-0019 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW TIED TO BUILDING PERMIT#2014-01447 FOR NEW HOME-PAID BY: STONEWOOD LLC-CK#13273-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 STONEWOOD, LLC Payment(s) 153 E LAKE STREET CHECK 13273 2,500.00 WAYZATA,MN 55391- (612)462-4000 Minnesota State License#: BUIL-BC594315 OWNER DENISE MARKUS,ANTHONY PURVEY/ 3926 CHERRY AVE MOLJND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming 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 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ,/�p^ �N � � /z /S L�� ? A 'cant Permitee Signature Date Issued By ignature Date I �.- �:, �: <� � �;:��, � , ;r�;�:: �!�'„s -�. ,�. ;�� . � � k .�� , ��* ,� �� .� STONEWOOD LLC Associated Bank 13273 153 Lake Street E as S 7th St,Ste 2900 Wayzata,MN 55391 Minneapofis,MN 55402 (612)462-40D0 �9-5�n5s ; 1/12/2015 � PAY TO THE City of Orono � ORDER OF �*''2,500.00 � Two Thousand Five Hundred and 00/100"**************•******•**.�«*«�,.*.,�,,,*,�**,,,,,�„�,,,�*,�**�*****� � .�,..«�,,�,�*,.,.. City of Orono DOLLARS� 2750 Kelley Parkway � Orono MN 55356 � , � MEMO R Washuta, .392G CI�@�(',/AV@ AUTHORIZEDSIGNATUAE i � � � s U I e ��. u� ��s�.:s.,� � - �� .�: - , � ,, ,� - .. � �� r� � .. STONEWOOD LLC � City of Orono 13273 5000 � Direct Construction Costs:5005 � Permit escrow-to be reimbursed by Homeowne�s 015 2,500.00 City of Orono 2150 Kelley Parkway Orono MN 55356 952-249-4b00 Receipt No: 3.012579 Jan 12, 2015 Stonewood, LLC Planning and Zoning 2015-00029 3926 Cherry 2,500.00 Ave Associated Bank Washuta, 3926 Cherry Ave 10�-22205 Deferred Rev-Developer Deposit 2,500.00 --------------- Total: 2,5QO.OU --------------- Check Check No: 13273 2,50G.00 Payor: Stonewood, LLC Total Applied: 2,500.0� --------------- Change Tendered: .00 -------- G1/12/2015 11:29AM �� . .� � . i � . �. o z�l 4�_o ��7 � .� SCHIMNOWSKI fHGINFfRS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651 779-7700 FAX 651 779-7114 www.criterium-schim nowski.com December 17, 2015 Lincoln Danforth Yardscapes, Inc. 8609 Harriet Avenue South Bloomington, MN 55420 RE: Stone Retaining Wall Evaluation 3926 Cherry Avenue Orono, Minnesota Project#15-1804 Dear Mr. Danforth: This letter is being sent per your request regarding the recently constructed boulder retaining walls at the above address. This evaluation is based on the Retaining Wall Typical section I prepared dated July 28, 2015, a site visit I performed, and verbal information provided by you regarding construction means and methods. The construction of the retaining walis appears to be structurally stable and in general conformance with boulder retaining wall and construction industry standards. The walls were constructed with stone of sufficient size and setback. Other typical construction details such as use of drainage elements and filter fabric also appeared to be followed correctly. As is normal for boulder retaining walls of this type, some wall movement and soil settlement should be expected. I recommend that concentrated areas of surtace water should also be directed away from the walis. Numerous photos were taken for documentation, some of which have been provided as part of this report. Additionally, the soil conditions at the site met my initial soil bearing capacity requirement of 2000 pounds per square foot (psf). This evaluation 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. Direct all surface drainage away from the retaining walls. If soil conditions, proposed layouts, or other design parameters vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, --� '�� ,�i' �- %_ _ - Paul Schimnowski, PE LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURALEVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 3926 Cherry Avenue, Orono, Minnesota December 17, 2015 Page 2 of 2 TERMS AND CONDITIONS This WALL EVALUATION 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 e�ent 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 . � � �� o .�tk�� SCIf 1M1� t� WSKI ElU �GINf ERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651 779-7700 FAX 651779-7114 www.criterium-schimnowski.com July 28, 2015 Lincoln Danforth Yardscapes, Inc. 8609 Harriet Avenue South Bloomington, MN 55420 RE: Granite Cube Retaining Wall Typical Section 3926 Cherry Avenue Orono, Minnesota Project#15-1804 Dear Mr. Danforth, This letter is being sent to discuss our typical engineered section for the rectangular boulder retaining wall at the 3926 Cherry Avenue project in Orono, Minnesota. This design is based on a wall layout plan provided by you dated May 5, 2015. From my observations and the information provided by you, the 2-tiered granite rectangular boulder retaining walls are located along near the corner of the house and each have a maximum exposed height of 5 feet. A minimum embedment depth of 6" is to be maintained for the walls. The grades at the top and bottom of the walls are generally level. No other surcharge or groundwater loads have been designed for the walls. The attached typical section should be referenced for the F �' appropriate wall section height. Special note should be �� - �� =- �� made of the wall embedment depth and the geosynthetic �'� ��„�o � a�,� � � ~ � fabric (geo-grid) length as measured from the front face of � �� the wall. Refer to Retaining Wall Industry Standard Specs � �. � "°� �� `� for installation information and details. �� _e � �� .��;r ;��' °��, � �� The design of the wall system assumes the following: �'�'�°; �`�; � ,��. . ; '� � - Soil conditions: Silty/Clayey sand, friction angle =30A ��;�� a ��,�, degrees, unit weight of 120.0 Ib/ft3 � �� ^°� � � - Required soil bearing capacity=2,000 psf �� ` �'� � � , �� - No surcharge load behind the wall �� ,�; � ,�� `�`�� -m �-�=�� _ ; � .. _ . -�.,: - Level slope at top and bottom � a.�.�� , - Minimum embedment depth =6" ' ' - Block Type: Granite rectangular boulders (10"H, 16"W, 24"D, typical minimum dimensions) - Geosynthetic Fabric Type: None required ��V�� LICENSED DEC p � 2p�5 PROFESSIONAL ENGINEERS CITY OF ORO�L�o HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS , 3926 Cherry Avenue, Orono, Minnesota July 28, 2015 Page 2 of 3 Direct all surface drainage away from the wall. 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� _' I ` Paul Schimnowski, PE DESIGN PARAMETERS AND PROVISIONS 1. REFER TO RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS FOR SEGMENTAL RETAINING WALL UNITS. 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 CRITERIUM-SCHIMNOWSKI ENGINEERS. 4. OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM—SCHIMNOWSKI ENGINEERS 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. CRITERIUM—SCHIMNOWSKI ENGINEERS ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS,SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE GROUNDWATER CONDITIONS. 8.THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. 9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW). PUBLISHED BY NCMA IN 2009. 10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE KEY PLAN. 11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS, GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12. RESPONSIBILITY FOR GLOBAUSLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 , 3926 Cherry Avenue, Orono, Minnesota July 28, 2015 Page 3 of 3 TERMS AND CONDITIONS This report is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1.The Engineers services shall be performed with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the same time and in the same locality and applies only to facts that are within Engineer's knowledge or could reasonably have been ascertained by ENGINEER. • Our observations were non-destructive,and limited to those portions of the facility that could be visually examined without excavation,removing surface finishes,disassembling equipment,or removing finishes, furnishings and equipment. • Our scope of services did not include an exhaustive technical investigation.No material sampling,analytic tests, precise measurements or engineering calculations were performed. • We did not determine whether the facility and its operation or use conform to any building codes,or regulations,or restrictions that may be enforced within the jurisdiction. • Probable cost estimates figures,if provided,ate based on statistical construction records,past project experience,and judgment. The actual cost will vary based on economic and bidding conditions.We recommend that the actual be determined by obtaining competitive bids. 2.The report is not to be construed as guarantees or warranties of the condition of the buildings and grounds. 3. Said Report reflects and is an expression of the professional judgment of ENGINEER. 4. Said Report is given as to the best of Engineer's knowledge,information,and belief as of the date hereof. 5. Said Report is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform. 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 report,and(2)agree that Engineer's total liability to Client shall be limited to the total amount of compensation received by Engineer. 7.The parties acknowledge that Engineer's scope of services does not include any services related to Molds or Hazardous Environmental Condition(the presence of asbestos,PCBs,petroleum,hazardous substances or waste, and radioactive materials).If,however,during the inspection, we knowingly encounter such substances, we will notify you of the presence of these substances without accepting any liability whatsoever for any damage or harm caused by the substances.It is your responsibility to determine if further testing is required and to retain an independent,qualified professional to perform such tests. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 � LOW PERMEABILITY SOIL 6' DEEP �. ,%\/��// -�.:,._ .; ,�: ............ , _...... 5' MAX. �5' MIN. '.=.''';` �:��t::;�: � '.:�\��/ .. ;�. ' a GRANITE CUBES 12 INCHES (MIN) OF FREE DRAINING 3/4" AGGREGATE MINIMUM DIMENSIONS: "°'�'�,'-' 8' HIGH, 24' DEEP, 16" LONG SETBACK I INCH MINIMUM PER COURSE (ACCENT UNITS CAN 5' MAX. REINFORCED BACKFILL HAVE SMALLER DIMENSIONS) COMPACTED 95% OF MAXIMUM . .. STANDARD PROCTOR DENSITY .,,_^: . ,: ... � 6' MIN. EMBEDMENT � `,� \ ��tEt}{j � I I —I �\ \ \�j/\�� ,�,��`��,SCJ$i�E`�''/ s� /� '4;DIAMETER DRAINTILE ,��``� �'. � �— I — — •• — OUTLET 40' ON-CENTER, MIN. e •—'��A,-~ � �—I I I—I I I— GRANULAR LEVEING PAD s� .:. 6' THICK, MIN. ��' ' 7�"� (OPTIONAL) : e ,�� % "k,w GRANITE TIERED RETAINING WALL %'�.�'". '•!'�'a � TYPICAL CROSS SECTION ��,'f��oF",,.f•°��°', W� (NOT TO SCALE) r��rrrr��'=f�°`�'A _—_ - - — _ _ _ _ - - - — Designed By� PR�JECT NAME/ 3926 CHERRY AVENUE / ❑R�N❑, MINNES❑TA Date: PDS L�CATI❑N� 7/28/2015 Checked By; CLIENT: YARDSCAPES, INC. Project No� PDS CRITERIUM-SCHIMNOWSKI ENGINEERS g609 HARRIET AVENUE SOUTH 15-1804 1G1 DUNBAR WAY PHONE:651.779.7700 SCUl2� MAllTOMEDI,MN SS115 FAX:651.779.7114 BL��M1NC7T�N, MN 55420 Drawing NaMe� � AS N❑TED pschimno@criterium-schimnowski.com PHONE: 952-887-2794 GRANITE CUBE WALL Melanie Curtis s=--h-�� — �`T�t 1 From: Melanie Curtis Sent: Thursday, March 31, 2016 9:31 AM To: 'Lincoln Danforth' Subject: RE:Washuta (cherry ave) Lincoln We discussed it and the walls within the 75-foot setback appear to be primarily for aesthetics and to facilitate some flattened areas which could be accomplished with a different grading plan. The stairs are permitted, and (at maximum)the supporting walls running parallel to the stairs could remain. However,the majority of the walls should be removed. A VERY minimal number of stabilizing outcroppings would be considered (without a variance). Before the changes are made I recommend submittal of a revised plan and possibly a site meeting with our engineer to determine the necessity of the outcroppings. Melanie � Melanie Curtis 952.249.4627 mcurtis@ci.orono.mn.us -----Original Message----- From: Lincoln Danforth [mailto:lincoln@yardscapesinc.com] Sent:Tuesday, March 29, 2016 4:03 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: Re:Washuta (cherry ave) That'd be awesome. I'd look to dismantle the walls and use more outcropping method in order to support steps and keep grades. Thanks! Lincoln Danforth Yardscapeslnc.com 612-363-5789 Sent from my iPhone >On Mar 29, 2016,at 3:56 PM, Melanie Curtis<MCurtis@ci.orono.mn.us>wrote: > >Let me have a chance to bounce this off other staff during tomorrow afternoon's staff meeting. > >Feedback to you Thursday? > >Sent from my iPhone. > >On Mar 29, 2016, at 08:49, Lincoln Danforth<lincoln@yardscapesinc.com>wrote: > >Hi Melanie,this is what we currently have in place to support steps and grade(attached photos).we will need to use some of the stone right along the steps to avoid erosion,etc.Wondering if we remove the wall and use more outcroppings to support that. Is that something that's acceptable if there is more space between the stones and not solid wall.? > >Thank you for your help.! > > [cid:B55D4FE5-3DF0-4E7A-AF72-B84E503A2312] 1 > > >[cid:2CF838D4-7F5E-45D0-A146-12DC447A7602] > > > [cid:ED4BFB14-1ACF-4990-BE80-35BCBECIBCSA] > > >Lincoln Danforth >Yardscapeslnc.com<http://yardscapesinc.com> >612-363-5789 > >Sent from my iPad ><IMG_2421.JPG> ><IMG_2422.JPG> ><IMG_2423.1PG> 2 Melanie Curtis From: Lincoln Danforth <lincoln@yardscapesinc.com> Sent: Tuesday, March 29, 2016 8:49 AM To: Melanie Curtis Subject: Washuta (cherry ave) Hi Melanie, this is what we currently have in place to support steps and grade (attached photos). we will need to use soine of the stone right along the steps to avoid erosion, etc. Wondering if we remove the wall and use more outcroppings to support that. Is that something that's acceptable if there is more space between the stones and not solid wall.? � — � ` � '�. , i Christine Mattson From: Christine Mattson Sent: Wednesday, March 23, 2016 9:14 AM To: 'Gustafson, Sven' Cc: 'kwashuta@comcast.net'; 'Tom Flint'; Randy Sterns; Melanie Curtis Subject: RE: As-Built Survey Review - 3926 Cherry Ave/2014-01447 Sven, We received an engineering report from Criterium-Schimnowski Engineers pertaining to the retaining walls,thank you. Please address the other issues noted below and submit an updated as-built survey for our review. Please note, we will continue to hold the Washuta's$10,000 escrow until an as-built survey has been submitted and approved. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 f Crystal Bay �r MN � 55323-0066 (mailing addressJ �' 952.249.4620 ; R 952.249.4616 � cmattson@ci.orono.mn.us : � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: Melanie Curtis Sent:Tuesday, December 01, 2015 3:05 PM To: 'Gustafson,Sven' <Sven@stonewood.com> Cc: 'kwashuta@comcast.net' <kwashuta@comcast.net>; 'Tom Flint' <tom@stonewood.com>; Christine Mattson <CMattson@ci.orono.mn.us>; Randy Sterns<rmsterns@comcast.net> Subject:As-Built Survey Review-3926 Cherry Ave/2014-01447 Sven We have reviewed the as-built survey for the Washuta home and have the following comments or issues needing resolution: 1. There appears to be a new stair and retaining walls (low borders?) within the 75-foot setback from the lake. The stair is a permitted encroachment, however the walls are not. The walls within the 75-foot setback require approval of a hardcover variance from the City Council. Please remove the walls and re-grade, if necessary; submit a revised as-built. 2. The top of wall and bottom of wall elevations were not provided per the City survey standards (i.e. from the nearest as built spot elevations) and the survey appears to depict retaining walls in excess of 4 feet. All walls exceeding 4-feet in height require an engineered plan approved by a licensed engineer. We could not find copies of approved plans for these wall in the file. The approved plan called out walls��3.8 feet maximum". Please provide engineered plans or modify the walls and submit a revised as-built. i i 3. There appears to be a 6.7 foot elevation difference between the spot elevations near the northwest corner of the home. There is a window well indicated however, the low spot elevation appears to be outside of it. Ciarification is required. Also, the survey contains a lot of information and the details of the survey are somewhat lost in all of the extra notations, spot elevations, etc. Please submit a more legible as-built survey showing the as-built topography, improvements, etc (remove excessive spot elevations, and other notations). The as-built survey should also reflect the changes requested above. Please let me know if you have any questions. Thanks! Melanie Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisCcilci.orono.mn.us Website: www.ci.orono.mn.us 2 Christine Mattson From: Adam Edwards Sent: Friday, December 18, 2015 4:28 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: Engineer response for 3926 cherry ave Melanie, The engineer's report shouid take care of the retaining wall issue but what about the other items Chris sent to the builder? Adam From: Melanie Curtis Sent: Friday, December 18, 2015 2:20 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us> , Subject: FW: Engineer response for 3926 cherry ave Adam Please see the attached info for Permit 2014-01447 (3926 Cherry Ave). The file is in your INBOX. Melanie Curtis �952.249.4627 �mcurtis@ci.orono.mn.us From: Lincoln Danforth [mailto:lincoln@yardscapesinc.com] Sent: Friday, December 18, 2015 9:22 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc:Sven Gustafson <Sven@stonewood.com> Subject: Engineer response for 3926 cherry ave Hello Melanie, please find attached info for 3926 cherry ave. For your request on psf report on site. Thank you i i Melanie Curtis From: Melanie Curtis Sent: Tuesday, December 01, 2015 3:05 PM To: 'Gustafson, Sven' Cc: 'kwashuta@comcast.net'; 'Tom Flint'; Christine Mattson; Randy Sterns Subject: As-Built Survey Review- 3926 Cherry Ave/2014-01447 Sven We have reviewed the as-built survey for the Washuta home and have the following comments or issues needing resolution: 1. There appears to be a new stair and retaining walls (low borders?) within the 75-foot setback from the lake. The stair is a permitted encroachment, however the walls are not. The walls within the 75-foot setback require approval of a hardcover variance from the City Council. Please remove the walls and re-grade, if necessary; submit a revised as-built. 2. The top of wall and bottom of wall elevations were not provided per the City survey standards (i.e. from the nearest as built spot elevations) and the survey appears to depict retaining walls in excess of 4 feet. All walls exceeding 4-feet in height require an engineered plan approved by a licensed engineer. We could not find copies of approved plans for these wall in the file. The approved plan called out walls"3.8 feet maximum". Please provide engineered plans or modify the walls and submit a revised as-built. 3. There appears to be a 6.7 foot elevation difference between the spot elevations near the northwest corner of the home. There is a window well indicated however, the low spot elevation appears to be outside of it. Clarification is required. Also, the survey contains a lot of information and the details of the survey are somewhat lost in all of the extra notations, spot elevations, etc. Please submit a more legible as-built survey showing the as-built topography, improvements, etc (remove excessive spot elevations, and other notations). The as-built survey should also reflect the changes requested above. Please let me know if you have any questions. Thanks! Melanie Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisCa�ci.orono.mn.us Website: www.ci.orono.mn.us 1 I Christine Mattson From: Adam Edwards Sent: Monday, November 30, 2015 8:24 AM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 3926 Cherry Ave/2014-01447 Chris, I've reviewed the subject as built and offer the following comments: 1. While top of wall and bottom of wall elevation were not provided per the City survey standards,from the nearest as built spot elevations the survey appears to depict retaining walls in excess of 4 feet. These waBl require and engineered plan approved by a licensed engineer. I could not find copies of approved plans for these wall in the packet. The approved plan called out that walls would be 3.8 Ft max. 2. There appears to be a 6.7 ft elevation difference between spot elevation near the north west corner of the home. While there is window well indicated the low spot elevation appears to be outside of it. Adam From: Christine Mattson Sent:Tuesday, November 24, 2015 3:20 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3926 Cherry Ave/2014-01447 Ada m, We received an as-built survey for 3926 Cherry Avenue. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ' Orono ' MN `: 55356 (physical addressJ PO Box 66 '; Crystal Bay ''; MN ' 55323-0066 (mailing addressJ `�3 952.249.4620 ' �3 952.249.4616 � 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: Thursday& Friday, November 26& 27, 2015 Thursday& Friday, December 24& 25, 2015 Friday,January 1, 2016 1 � ' ,�i � �;' '�"' \ -,� a' � � ..�_ � y y��YL �"r1��`.'r" �~� `�� 'a `4' ��' 3 J T � � �' ''� �� :-/ � � � �y/ �y ' �� f't, �r� � Y- = f -� �� e�. 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D��✓�3 � CONTRACTOR L��'� � DESCRIPTION 5 �.t,Cu�.�. ' � � �►�s ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FIN L 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 4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:�YES_NO y COMMENTS: � W a � � J O �. � O � W � � � Q � 2 W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 ho in adva� (g5 ) 249-46�0 OwnerlContractor on site: �nspector. W�ite Copyllnspector's File Canary CopylSite Notice �� DATE TIME ' / CITY OF ORONO '��CALLED IN `� INSPECTION NOTICE. . scHE�u�eo __-!�� PERMIT NO. � 7COMPLETED ADDRESS �`7 Z �o �/�-��'c-�—;�_ OWNER TELEP NE NO. lo�` � � CONTRACTOR � DESCRIPTION � ^ �� W ❑ 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 ❑ EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO ME�T YpU: YES_NO � COMMEN��/1C1�G�f�(G'Y� �SC,�2(J��1 � 1� ) ��(1P.c� �//Lo/TS � O � � � � O �,r� - � � W � � • �, � Q � ` � ��" f� �i��e.�-lO �'G�C<-5.�� S C`�F�i�S , � -�� `/, i,-� s- cz: �( 1�t<S S i/�� l�z ��z � .�`c-t�_. 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White Copyllnspector's File Canary CopylSite Notice DATE TIME J CITY OF ORONO��CI�/(/ 7 CALLED IN � INSPECTION N SCHEDULED - � PERMIT NO. coMP�ErEo ADDRESS J�°Z� ��'`�/�-• OWNER TELEPHONE NO.IG�o� a�.��l��O'Z CONTRACTOR '� �� q01-�3Z/ ' �: DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI �r ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � a � � J O ). � O � W � Q � 2 W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPIEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 urs in advance. (952� 249-4600 OwnerlContractor on site: Inspector. J White Copy/lnspector's Ffle Canary CopylSite Notice � � �� / DATE TIME (��K� `�ITY OF ORONO CALLED IN INSPECTION NOTICE y� (� SCHEDULED PERMIT NO. �/��L��7� COMPLETED ADDRESS � r �� C�`�� -� OWNER TELEPHONE NO. �«-�O� ��3 �d CONTRACTOR ;��'L( Y�) - L� �; DESCRIPTION �� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRAOING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z �ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAfNT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SE ER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: - � W � � �D �4 on l6G�C Lia�- �°. � G � �a�- Q e� trc e� - � � � - r�.�G�t rle r1� -� ,6� v�rlt�o� o�.Srs..� �3r��L W v Q 6L �� !� � 2 W � W � J W�JOlaRKSATISFACTORY:PROCEE� ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY �u � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED C� INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerfContractor on site: Inspecto s�� /� � White Copyllnspector's File Cenary CopylSite Notice C —7 T DATE TIME CITY OF ORONO CALLED IN ,�- iNSPECTION NOT�CE SCHEDULED �3-�5, �5 PERMIT NO. �v� ''�� 7 co PLETED 10� ADDRESS � � OWNER TEL P ONE NO J -� CONTRACTOR � DESCRIPTION �-' W ❑ F ING ❑ DEMO-FINAL ❑ SEPTIC INA Q ❑ OURED WALL ❑ PLUMBING RI ❑ EXCAV GRADING/FILLING y OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL � ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W � -.�=� Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pf{OTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR G CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 2a hou in advance^(g52) 249-4600 OwnerlContractor on site: �� ii. • ...�,' Inspector. � ,� �%�d i�� White Copylinspector's File �! Canary CopylSite�fVotice C '� ��.. D/�TE TIME ✓ CITY OF ORONO . CALLED IN o7- oC S � INSPECTION O� � SCHEDULED ��437"I S v"� �" PERMIT NO. a COMPLETED ADDRESS � OWNER TEL PHONE N0.7 � 7 Z Z�� CONTRACTOR � DESCRIPTION 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPIAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OW NERICONTRACTOR TO MEET YOU:_YES_NO �� COMMENTS: W 4 � � O �. � O � W � Q � 2 W � W � � J W l�,'WORKSATISFACTORY:PROCEED G PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCV W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advan 52) 249-46�� OwnerlContractor on site: Inspector. White Copy/lnspector's File Canary opylSite Notice '-'" � �� D TIME � CITY OF ORONO CALLED IN ' INSPECTION NOTIC SCHEDULEDd� L./��C% PERMIT N4_-;�U'��y7 O PLETED ADDRESS � � � r�� OWNER - TEL P ONE NO. � J�7TZ Zc�-� CONTRACTOR � DESCRIPTION -' , ly�"FOOTING ❑ DEMO-FINAL ; ❑ SEPTIC FINAL QI❑ OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINA ❑ 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 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO WCOMMENTS: C�y�C ✓ 5Q f/-e✓dY�✓�eS � ara4e -�-. ,De� .nG_.� — � J 0 '' �e6,�✓ De� .v/4.� � � 0 � W , � Pro�� lls�'rc�e �✓cw ��ez,w3 Q 2 .Ct �i��v D v�✓��.� -- W � W � J W '�y�18KSATISFACTORY:PROCEED ❑ PROJECT COMPLETE ��CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: , Inspector. White Copyflnspector's File Canary CopylSite Notice �� / DATE � TIMEU CITY OF ORONO CALLED IN \ �5 � '� INSPECTION NOTICE�1 //�-7sCHEDULED o�? 1 l �o'.3Do_.�rn PERMIT NO. D 7 �COMPLETED `� P.y �- ADDRESS � �--� ' �'� Go�n-�C-v�'�- OWNER �� EPHONE N0.7La3"7''-�'0�5�0 CONTRACTOR S-�o n��o oc�.._ � DESCRIPTION � � ��''�-� 4��FOOTINC�C7, ❑ DEMO-FINAL ❑ SEPTIC FINAL Q❑ POURED WALL ❑ PIUMBING RI ❑ EXCAV/GRADING/FI�LING 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �/��C'S � G�✓ Sw✓v¢y s S�t�e,s _ � a �b r�w� 5� — ,�e✓ T�K — � � o , _ � rt�i�tr ` ��° �P� ` �v� ✓ B.�cs,rl v e�'��-•c O � L � � F'►r1.S��,S�s/lr �ci rCl9s/ �+F �r O(i C LZ�� Q �r�Vt/'✓tG f i'�O►'� �✓QR t�h c ' � � �Q�7�-' {- G�� qCl ✓�j� � W � � O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ,�86RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN �NSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C ' spection 24 hours in advance. (952) 249-4600 Owne ntractor on site: Inspector. �--� White Copyllnspector's File Canary CopylSite Notice G_� ( ��-- DATE TIME CITY OF ORONO CALLED IN //�/ �S INSPECTION NQ�IC _ ��//�CHEDULED �l— �7 � �� PERMIT NO.�J � �`��COMPLETED ADDRESS 3�"�� 'r�� OWNER TELEPHO NO. �e�`2-�7��7� CONTRACTOR �� L''LC 'S�� ; DESCRIPTION �� v � � ll� ❑ 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 J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS:�"��eG� ��n�< < �I' 3"/S � � �� Crlcr Cb�p G'O /�l�s�G• CClf� ` � ' ��vu�� . r�s��s � ,N �n�. rn�. . 73 `� O 4 � ''��U C'E'��.J � Q� �s� Otl'1.i W �� '6U%�h G G��,O�, L d�'l ��r�N/�, 4�'l �.�wg, � ��S ]O �i/D v cQ s G o�- �/�'�,i�'4•� 7i'DA`��iD�fGw,� � e � � Gs�/ �f+� s r •— � Prav�� -6 K:L� y r � � /�. �Jr �� d'�`6 r/G u�et ls r rv ""'_ a ��2 9ra ¢ W/ +v `Q'f�o/✓ 4 ��r a5S W RK SATISFACTOaY:PROCEED w�� C7 PROJECT COMPL E w ❑OORRECT WORK 8 PROCEED d,r p,��de ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION,�� TEMPORARY V BEFORECOVERING ! � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP OFDER POSTED.CALL INSPECTOR �CITATION ISSUED �P.ECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca�1 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractoron site: 5v'6'�� Inspector. �-�' White Copyflnspector's Flle Canary CopyfSite Notice � � � C� DATE TIME � CITY OF ORONO CALLED IN � � . INSPECTION NOTIC —7 SCHEDULED PERMIT NO. � � ` COMPLETED ADDRESS '��(�e#`C .Ir� h 11 A � - �r� OWNER TELEP NO. I nI��-J 7C„7� CONTRACTOR `--��' � �1�- � DESCRIPTION ��p � ��-� 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 ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v �ffPIAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑\�PTIC INSTALL � OWNERICONTFiACTOR TO MEET YOU:�_YES_NO c�., COMMENTS: �r � . / . y�C a ��!�l�.5/[ _�_�k�fi��G��'1� /�'/L� ��rt • � �Ip�t�o.� ,?c e.P�� .�� ar�s�l�L� .— � - �'a�t�� o� ,4..t�,.,«s e`r �1�0��r - � --� � � P�D!/if7� 45 ^��c�G� 5rirc,�Y Q � �4! /6W �/O�t��(�JlrQ. ��1s�r/4��i. - Gc�• S��— � - �J��'cP t 5 SG�L��e� �F o�rc�c.�g. t5 !n, •- Z --� W � W � ��! ��Lt��/@�+i'S v� d �/..�.:t �.rtalP� � . GS .'Lf- S�s.-c.� W� ❑WO K SATISFACTORY:PROCEED � �i�OJECT COMPLEfE ��Fe� w ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952� 249-460� OwnerlContractor on site: Inspector. �- White Copyllnspector's File Canary CopylSite Notice . � . E� DAT � TIME CITY OF ORONO CALLED IN INSPECTION NO CE SCHEDULED PERMITNO.ZL�� v14�� COMPLETED ADDRESS �l��'�' �'�� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION � � � � lt1 ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a J � � C� ( ��'��'iI�VI,� � I�lI��C � 0 � W � Q � 2 W � W � j W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ IS$UE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL 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. Cail for the next inspection 24 hours in advance. 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CONTRACTOR I a DESCRIPTION (PAiM W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKES HORE/WETLANDS O El FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ElFINAL ElSEWER HOOK-UP El COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO zt o COMMENTS: cc W W CC Su- Cj 0 0 cc 0 W QC Q z W W j d W F_l WORK SATISFACTORY:PROCEED -i PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W 0 El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. —I PHOTO TAKEN INSPECTOR WILL RETURN I CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor ons'te: Inspector. White Copylinspector's File Canary Copy/Site Notice Christine Mattson From: Christine Mattson Sent: Monday, March 16, 2015 9:03 AM To: 'Gustafson, Sven' Cc: Melanie Curtis; Lyle Oman Subject: RE: 3926 Cherry Ave/#2014-01447 We have reviewed the original building plans and they are consistent with the foundation as-built survey. You may proceed with framing. Christine— From: Christine Mattson Sent: Thursday, March 12, 2015 9:40 AM To: 'Gustafson, Sven' Cc: Melanie Curtis; Lyle Oman Subject: 3926 Cherry Ave/ #2014-01447 Sven, We received a foundation as-built for 3926 Cherry Avenue. We note that the house has increased in size by 160 square feet over the approved plan. Melanie spoke with Randy Stern about this a few weeks ago. After our review it appears the hardcover calculations and structural coverage are still in compliance based on the information provided on the survey. Before framing can commence,we need updated building plans to be submitted and approved. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono " MN j 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 9 952.249.4620 g 952.249.4616 Z 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: Monday, May 25, 2015 1