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Home My WebLink About2012-01099 - new structure ! ,�.._.- , ` �'rTY OF ORONO * z p� 1 z - 0 1 0 9 9 * 2750 KELLEY PARKWAY DATE ISSUED: 12/1U2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 325 CRESTVIEW AVE PIN : OS-117-23-14-0031 LECAL DESC : BAYSIDE ADDN TO LAKE MINNETONK : LOT 000 BLOCK 005 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 525,000.00 NOTE: SEPERATE PERMITS Rh:QUIRED: PLUME3ING, MECI IANICAL, 1�[RGVLAC�:,GRAD[NG, FIRE, SEWGR CONNECTION, LAWN 1RRIGATION,ELECTRICAL(S"1'AT�) __� � NO"CE: AS 13U[L"C SURVGY REQUIRED PRIOR TO CERTIFICATF O�OCCUPANCY ISSUANCF,. INITIAd�.�-�""-�`� NO"I'E: BG AWARF„ [N THE EVENT WL'ATI(ER OR OTHER COND[TIONS PREVENT Tk IE COMPLE"I'ION OF AN AS-BUIL"l�SURVGY AT �HB TIMG"I'HG CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMYORARY CER"CIFICATE OF OCCUPANCY MAY I3E ISSUED UPON RGCG[PT OF A$10,000 ESCROW TO ENSUR MPLETION OP THE AS-BUILT SURVEY AND ALL SITE IMPROVGMEN"CS. 1NI"I'IAL:�� C ��`Z � � n�\ V /.� \ � APPLICANT PERMIT' FEE SCHEDULE 3,581.75 RESIDENTIAL RENEWAL INC STATE SURCHARGE(VALUATION) 262.50 3615 INGLEWOOD AVE ST LOUIS PARK, MN 55416- TOTAL 3,844.25 (612) 805-2462 PA 1 D W ITH CC# 6077 Minnesota State License#: CR236002 OWNER SULLIVAN, WENDY 3409 26TH. AVE. S MINNEAPOLIS, MN 55406- AGREEMENT AND SWORN STATEMENT "l�he work for which this permit is issucd shall be performed according to the approved plans and specifications,applicable City approvals,and thc State Building Code. This permit is for only the work described and does not grant permission for additional or rclated 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."fhis permit will expire and become null and void if construction autl�orized is not commenced within 180 days of the te of issuance.or if construction is suspended for a period of 180 d s any time after work has commenced. The applicant i responsible f as ring all required inspections are reques�'e in ormance �h th State Building Code.This permit may be revolee ime lor d caus . `� ' �'�./ �'',�..�.l -/ /` / � �� /� � Z. Applicant ermi e Signature Date Issu By Signature Datc SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Lyle Oman From: Randy and Susan Hobbs [resre@comcast.net] Sent: Monday, December 09, 2013 3:55 PM To: Lyle Oman Subject: Permit for 325 Crestview Importance: High Lyle, I am writing to you to make sure that the permit that has been pulled by Residential Renewal, Inc.for 325 Crestview in Orono is cancelled. I am no longer working or involved in this project. Please call me if you have any questions. Thanks, Randy Hobbs Randy Hobbs Residential Renewal, Inc. 3615 Inglewood Avenue St Louis Park, MN 55416 CR236002 612-805-2462 Fax—952-922-2482 Office—952-922-6599 1 - / ♦ � � � " ��. City of Orono _ _ _...___.._....� Building Permit Application � � � � , �� for New Structures or Additiaris . .3 8 � _� MailingAddress: Permit number. I� — Q�� O�,G,�.O PO Box 66 Crystal Bay, MN 55323-0066 Date received: D "" /�� a\ �Y • Received by: a �, �:t:y a Street Address: �',�, � �,'� �ti�' 2750 Kelley Parkway Plan review fee: �lJ/02 � �J�� 7 �o� '�9k��og Orono, MN 55356 � �� q� �, / ——�" Total Fee: � �� Main: 952-249-4600 Fax: 952-249-4616 �,r��v��v a orono ;�� 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: (�.(�, Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes,a special event permit is required with Police Department and City Council approva/60 days prior to the event. Shutt/e bus service il e required un/ess applicant demonstrates sufCcient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/AP LICANT INFO TION: Name: -�( � � (Y1C- State License# 3 b0 Expiration Date: �-j Z J Phone: � office cell Mailing Address: � m Ci � ZIP: Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: 1r�SrG � PROPERTY�DWNER INFO MA ION: Name: Phone(day): (Q� � p 3 Address: �j Ci : �� ZIP: �� Email and/or Fax �t mr n � COPY� ARCHITECT/ENGINEER INFO ATION: Name: � � Phone(day): a Address: �io"2� (� Cit : �� ZIP: �� Email and/or F�ax: r � PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply New Construction Single Family with �esidence ❑ ddition ttached garage Garage/Accessory Bldg. ublic Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Warehouse ❑ Public ❑ Storage ublic Water "*Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review 8�permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) � � � � � �6� • d� Packet Last Updated: 03-06-2012 -21 - ,...' � � STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction 1 I� a. Length (ft.)= �� Number of bedrooms= Wood/Frame � �i b.Width(ft.)= 5 � Z Number of garage stalls: ❑ Masonry Areas in square feet Attached=� ❑ Metal ❑ Pole Bldg. c. Basement= oZ� Detached= ❑ ICF d. 1S`Story = 1 g8D ❑ On-site Prefab e. 2"d Story= ❑ Off-site Prefab f. '/2 Story = ❑ Other(please specify): g.Total Area= aZ2 . REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Encl sed A licable ❑ Permit A lication ❑ Pro osed Buildin Plans O MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ 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. ApplicanYs Signature: � Date: l v � 2 y � � Z Owner's Signature: Date: Packet Last Updated: 03-06-2012 -22 - _- � ,_ __ , _.., . _ �. _.. , Pean �ev�evrr Checklist for New Structures / Adc�itions Address/ PiD / Legal: ----�-�� «� �� + � �� Description of work: � � � � � _ Septic review by: Date Approved: �� ' � t� �� Zoning review by; � Date Approved: /� "�� Building review by: Date Approved: EZ � �- 7��'�, Grading review by: �� Date Approved: � �°�-'� �� '� Zoning File#: Resolution#: Resolution Date: � in istrict Fire De artment l�ost Oifice School District Zoning: Lot Area: SF/AC Width: Depth: Survey Submitted: �Yes ❑ No Date of Survey: Pro � Setbacks: Fro (Lake) I Rea Street) ( N $ � W ) N S E W ) Other Buildings Vlletland Side Side ' � �� .a.- Buildin Defined Height: �Buil�d�ing Peak Meight: #of Stories Ok?. YES FOR A BUILDING WITH A BASEMEPIT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH I the distance between the basement floor/crawl START the distance between the slab and the highest space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof, , the cornice of a flat roof,the deck line of a the deck line of a mansard roof, or the mansard roof,or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window — � hi hest roof eak of a itched roof ' and hi hest roof eak of a itched roof SUBT T the distance between the basement floor/crawl ADD the distance between the slab and the highest s ace floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet, whichever is less. EQUALS Deflned buildin hei ht .; EQ efined buildin hei ht Lot Coverage: SF % . Shoreland District MCWD Permit Received Avera e Lakeshore Setba . , BIu � Yes Q No ❑ N/A ❑ Yes No Yes ❑ No � Yes 0 No N/A Permit Number: Setback: Hardcover Zones xistin Pro osed Variance R u ed CUP Re u' d 0-75' 0 Yes No C6 Yes o � Type(s): Type(s): - 00' + 500-1000' REMARKS (in-house):�E '�'�1��1� �/'�v��" � �R�� ; .,� �`c�✓t� .�y�t,�� -�� ,� t ��C� ��a�c � �� Updated: 09/M/2009 z:\forms\plan review checklist.docx �` � �=� ��:e�3��,�� #�. �n � � �. 3 � .N �-� .�.. _ �';_ .... . . . x. ..fS'*�e"?��'�r� ��2-�-�' > _,...ai �__ �-�.�� r . . .�.a . . _ "a . . . � , �T;.- .,>�-�-"a-._r-•aa,. �„�rrz_. . .�-'•'-�.....-,..p_,. _:-,..- T--, r-_=.-... � .<.,-> ..:,.v; -_'^ . '�-�ra. - �c� -^�'^:7,._��'�r-^"�r«`,��-s,:•.-z. Fees to be Gharged YES NO Perrnit Plan Review State Surcharge Investigation Fee Si4C-Nurnber of SAC Units -Z-,�e�,�,5r'-�- � a�- Sewer Connect►on Water Connection Park Fee Site Inspection Other(speEify) Nliscellaneous Fees Calc�lated By: Square Foota e $ per Square Foota e Basement X - � 1 S` Floor X ( � 2"d Floo� X - � Garage X - � Estimated Construction Value: $ ��.�pv �� Orono Inspections Required Work Requiring Separate Permits Ftequired State Permits 0 Site ,O�Plumbing � Grading/ Filling � Well 0 Hardcover Removal / Mechanical � Fire � Electrical Footing ❑ Septic � Water Connection oured Wall �ireplace ,�Sewer Connection oundation Survey a Masonry �awn Irrigation ,� Radon Rock Bed �Mfg. Framing ❑ Other(specify) �lnsulation J3'As-�uilt Survey �Final � Other(specifyj REMARKS (in-house): � Other Review: Reviewed by: Date Approved: Access:Existing: Q YES ❑ NO New: � YES ❑ NO REM�►RKS (TO BE NO�TED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms�plan review checklist.docx v � ' ` � � ORONO COPY 2. PROPOSED HARDCOVER In the foilowing table, identify ali 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 ail proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. Key to Hardcover Item(D�scrEbe) Length x Width Totat Surve uare Feet Ezam 24's 30' S.F. A iAy� In1t.t.uJ� 4,-�tRsK-e 3 5u.h' S.F. B eNrt2 4Z�Sd S.F. C s i p�W ra b„�t re, El� S.F. D D W v�wn z.. �u, S.F. E � ir�l. wq1,L qt�, S.F. F 5-{ '�cT To i:ntr'Q+t�c� f Z-D �— S.F. G pw. � �usio.� S.F. F{ S.F. � S.F. � s.F. K S.F. � S.F. M 5.F. N s.F. Q S.F. p S.F. Q S.F. R s.F. $ S.F. 1' S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Propased Hardcover 7 23, s.F. ExctudabN Hardcover. S.F. S.F. S.F_ S.F. S.F. 2 Total Exdudable Hardcover s.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 '1 Z3.q�-s.F. 4 Total Lot Area � ,g r3�b S.F. Proposed Hardcover Parcentage [(3y i(4)j Z,�j, �}�°� a ' • i October2012 ��NO Ciry of Orono � � Hardcover Calculation Worksheet ',�� ,, Property Address "�i�`� L'�-��Ew !��' , �a-o,�u �,�,� Prepared by Lt�S � I f-1 c- Date �� n-- Stormwater Quality Overiay District Tier: (Circle one) Tler 1 Tier 2 Tier 3 Tier 4 Tier 5 1.EXISTING HARDCOVER In the folbwing tab{e,iderrti(y all items of exisiing hardcrner on the property,keyed by ketter to Certificate ot Sunrey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcaver status af the property. Surve HaMcover ttem(Oescribe) Length z Widdi Toffiwre Faet 4'x 3D' S.F. A �2Erru�ti.1E-wnu. ".Sa ' z --tl�i' -7(�� S.F. B GTf�fl�l�n�hVJAi.I, "�SEMIrl ii'C'.1y� I+ Y '2-'(��j S.F. C t2cr i � G- lrvAa t� T3ei.-�rto t+t:t�� 1` x 3'7 S} 3`7�r, S.F. � ETH� + ��u -s c� casc zE�-r' 2 --t S.F. E Coni�P�t:i'E 'c�¢�vewn U��khu�wyHr�P6 i °i4o.-1 S.F. F cu ci.�� c�tsDL ?!v l. 9 S.F. G oc L o�ni�r-�rJ LLuoE ws"�+ q o . S.F. H p�� w eT �c:A- i x 31 G�O S.F. � A�o Pa�' s 1 .-z.� 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. U S.F. V ��j�p S.F. 1 Total Existin Hardc�ver �� s.F. ExGudsWe Hardcover. �vEr A�k aP- F�V to�a6 s.F. S.F. S.F. SF. S.F. 2 Total Exdudabie Hardcover �, (, S.F. 3 Net F�dsti Hardco�r Subtract li�e 2 from line 1 S.F. 4 Total lot Area �,{, s.F. Existing Hardcover Percerttage [(3)+{4)] ^��.,� % 2. Propossd H�rdcovsr(Over-�) ��c�r�� N0� - 5 2012 CITY OF C�R4NC� ! ` � I OCtOb@l2Q12 ' ��`O`� City of Orono �f�i�; � Hardcover Calculation Worksheet '��`�� Property Address '��'� C�t�,rU i�w ,4✓G , p a-o�iv �.v r� Prepared by l=nS i r�c Date �2 ��— Stormwater Qualiry Overlay District Tier: (Circie one) Tier 1 Tier 2 Tisr 3 Tisr 4 Tier 5 1.EXISTING HARDCOYER In the tolbwing table,ident'rfy�II items af existing hardcover on the property,keyed by tetter to Certificate of Survey(sunrey must accampany this form). Use as many lines as neoessary to accuratey depict existing hardcarer status of the propefty. s�rye Haracover Icem(os�crine) �gr,�,X yy�q, rota� Feet 4•x 30' S.F. A �2�rn+r��e�E-w�u.. "�,w i X -tl ri' "Tl� e� S.F. B t r/}��l�w a� '3e r+�aD +rc=�� i' r Z-"1.3 S.F. C Rcr �nl� t,- �vA1.t, isci«,r�o i+�:�se� i' x �`i S' 3`7�� S.F. � E'[�HI i � LL "E r� C�i�aC 2�.'�� Z .'1 $.�. E CtiriGP-�7'[ �aivFwn u��u�,urwhMRPE 1�140,-"1 S.F. F cu uoC rt.�c�r�DC 2lo I. 9 s.F. G o o L. ��,ri r��1 c.u,wE w R a o . s.F. H pcc:- wer ,ac:.� I x 3"1 bL S.F. � A�+ ?a� s � �z.� S.F. � S.F. ►( S.F. � S.F. M S.F. N S.F. � S.F. p S.F. Q S.F. R s.F. $ S.F. T S.F. U S.F. V -�b� s.F. 1 Total Exisbn Hardcover ��- s.F. Excl�abio Hardcover. vvEr ��k ar- t�vL- to�6 s.F. S.F. S.F. S_F. S.F. 2 Tota!Exdudable Hardcover (� (, S.F. 3 Net Existi Hardcover Subtract line 2 fram line 1 s.F. 4 Total lot Area �,� s.F. Exi�tlng Hardcove�Percenta9e I l3l'�l�l I "�j�..9 � 2. Proposad Hardcowr(Ov�r—�) ��G�� N0� - 5 2012 c'TY �F ��pNQ 2.PROPOSED NARDCOVER In the foilowing table, identify ail items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form}. Include al!existing hardcover items that are intended ta 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. Surve� Hardcover Item(Desc�ibe) Length x Widtfi To�`��t Ezam 24'x 30' S.F. A `�ty� inlwuJ� i-t4R�-e 3 5v.�i'� S.F. B rNta IZ.iS S.F. C s�p��.�iA� DW � -Er1�+'R� S.F. D �R-i VEwA � • u, S.F. E � i.�c.- w hi.L A�'W�, S.F. F 5� '�cT i� Ccnii"fZ�tt7't� j Z-D *— S.F. G pw. Ueur;o.� S.F. F{ S.F. � S.F. ,J S.F. K s.F. � S.F. M S.F. N s.F. Q S.F. p S.F_ Q S.F. R S.F. $ S.F. T S.F. u s.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. � Total Proposed.Hardcover 7 y3. s.F. ExcludaWe Hardcover S.F. S.F. S.F. S.F. S.F. 2 Total Exdudable Hardcover s.F. 3 Net Pro osed Hardcover Subtract line 2 from li� 1 �Z'3.q u-S.F. 4 Total Lot Area t ,g�3•b S.F. Proposed Hardcover Percerrtage [(3)+(4)] -Z,rj, U}�°,� i i Melanie Curtis From: Melanie Curtis Sent: Wednesday, December 05, 2012 4:45 PM To: 'Randy Hobbs' Cc: 'WP&D Administration'; 'bbrueggeman@earthlink.neY; 'info@edsmn.com'; Jesse Struve Subject: RE: 325 Crestview#2012-01098 Randy Our engineer had to unexpectedly leave the office today but before he left I pried some verbal comments out of him on your revised survey (received today). He indicated that the drainage arrows on the northeast portion of the lot are pointing incorrectly (up hill) and should be corrected. Also, regarding the retaining walls shown on the plan on the western side of the lot"to be removed and reinstalled as needed" if the walls are to exceed 4' in height or if tiered retaining walls are not separated by 2x the height of the wall they will need to be reviewed and signed off by a registered professional engineer. Please provide a revised survey correcting the drainage arrows. I can accept digital copies if they contain a digital signature by the surveyor. Additionally, our building official was out all day today at a class so he has not had a chance to review the revised building plan information. Melanie Melanie Curtis � 952.249.4627 � mcurtis@ci.orono.mn.us From: Melanie Curtis Sent: Friday, November 30, 2012 3:43 PM To: Randy Hobbs Cc: 'WP&D Administration'; bbrueggeman@earthlink.net; 'info@edsmn.com' Subject: 325 Crestview #2012-01098 Comments from our city engineer are below on 325 Crestview(survey dated November 26): 1. The survey shows a lot of existing items such as a pool, driveway, and multiple retaining walls. What of these items will remain in place? It would be my opinion, at least the retaining walls would need to be removed and reinstalled to construct the new home. Please clarify what existing items will be removed and what will remain in place. 2. The survey does not show proposed contours. 3. The existing driveway will be required to be removed as double access points are not allowed. 4. The proposed driveway is too wide at the road. City Code only allows for a 20' wide access. 5. Need to show erosion control around the property. Please address the comments and submit a revised survey for our continued review. Additionally the hardcover should be calculated using the City's forms (attached). Melanie Melanie Curtis Planning &Zoning Coordinator City of Orono 2750 Kelley Parkway Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 1 Melanie Curtis From: Melanie Curtis Sent: Friday, November 30, 2012 3:43 PM To: Randy Hobbs Cc: 'WP&D Administration'; bbrueggeman@earthlink.net; 'info@edsmn.com' Subject: 325 Crestview#2012-01098 Comments from our city engineer are below on 325 Crestview(survey dated November 26): 1. The survey shows a lot of existing items such as a pool, driveway,and multiple retaining walls. What of these items will remain in place? It would be my opinion, at least the retaining walls would need to be removed and reinstalled to construct the new home. Please clarify what existing items will be removed and what will remain in place. 2. The survey does not show proposed contours. 3. The existing driveway will be required to be removed as double access points are not allowed. 4. The proposed driveway is too wide at the road. City Code only allows for a 20' wide access. 5. Need to show erosion control around the property. Please address the comments and submit a revised survey for our continued review. Additionally the hardcover should be calculated using the City's forms (attached). Melanie Melanie Curtis Planning &Zoning Coordinator City of Orono 2750 Kelley Parkway Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 Planning &Zoning Office 952.249.4620 Email: mcurtisCa�ci.orono.mn.us Website: www.ci.orono.mn.us City of Orono Office Hours Monday - Friday 8:00 am - 4:30 pm 1 I ( Jesse Struve From: Jesse Struve Sent: Friday, November 30, 2012 10:55 AM To: Melanie Curtis Cc: Christine Mattson Subject: 20121130 325 Crestview Ave-2012-01098 Melanie, I have reviewed the permit application for a new home located at 325 Crestview and the survey dated November 26 and have the following comments: • The survey shows a lot of existing items such as a pool, driveway, and multiple retaining walls. What of these items will remain in place? It would be my opinion, at least the retaining walls would need to be removed and reinstalled to construct the new home. Please clarify what existing items will be removed and what will remain in place. • The survey does not show proposed contours. • The existing driveway will be required to be removed as double access points are not allowed. • The proposed driveway is to wide at the road. City Code only allows for a 20' wide access. • Need to show erosion control around the property. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us � � — _ _ - � --__ . �� O ____.__--- � .,' . y � F � L "�-�;�� lqKf S H 0�� - �"� - � � Legend � Railroad r1� � �a City Limits ' ❑ Parcels(7-1-2012) i Q Stormwater Quality Overlay C ` � _ ■ Tier1-25% � Tier 2-30% � � � Tier 3-35% � O � � � � , ■ Tier4-50% �F � ■ Tier 5-85% W �' � Exempt W� CI'�d`/ � �/� . �J x,� � /�� V . ' � � � � �. ,. V'� 4 , .�� _ � ;m. �'�'��.�� a 4 y � ' EASTLAKE ST . 3z5 �rest�iew ^� , � /Y\ r� �- ' �,�� ' Dis<laimer: _ _ . _. _ _. _. __ •..__ . _ ... _ _ ._._ __— __ . . _ _ _ _ . _ . . . _. .. . . _. _ . . . ----- - � — - - --� � - ------ Thisdrawng sneitheralegallyrerordedmapnora rvey and is not inrended ro be used as one.This drawing is a wmpilation of records,information,and data 0 125 F02t e located in various city,munry,and state offices,and other murces affxting the area shown,and is ro be used for reference purposes only.The City af Orono is not OO Bolton&Menk,Inc-Web GIS 11/2/2012 10:53 AM .P��niP r�.,��a«��.a��a<nP.a��.a��P� Hennepin County GIS - Printable Map Page 1 of 1 � f Interacti�e Property - - Maps �� Map � , �� ry�� K+r,b � e .. ,..�,�,,, - �' . , ,. " �a � *�� :� tf�� .�a�4 �� '" � . ��° y • „� �` , ,�, ,�� ..- � ,,,. T��. «. � �.,;�: . ` �-�'� , '``►� .� -•-�';"� f.. �l�r -• - � ` �S�e �! y ♦ , ��:'� .�"•` . 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RS� ♦ � • �< <]" _ �, ,�, � rd �.'�i . � .�� '.: w � � •� . � �„' }��: ' _> �` '�N ��'� + ' .. � . . � W '+��,� Parcel Map Scale: 1" =50 ft. N ID: 05-117-23-14-0031 A-T-B: Abstract � Print Date: 11/2/2012 Owner Wendy Sullivan Market $485,000 Name: Total: Parcel 325 Crestview Ave Tax $6,015.94 Address: Orono, MN 55356 Total: (Payable: 2012) Property Residential Sale $240,000 Type: Price: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Homestead Sale 09/2004 representation or warranty expressed or St@ad: Dat@: implied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 0.43 acres Sale Warranty Deed COPYRIGHT OO HENNEPIN COUNTY 2012 Area: 18,806 sq ft Code: � - �'� Green: http://gis.co.hennepin.mn.us/Property/print/default.aspx?C=452002.77989999996,4980071... 11/2/2012 . � , , 325 Crestview HVAC Load Calculations for 325 Crestview � �� H�AG LoAns Prepared By: Tuesday, October 30, 2012 � Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. ' Upper Midwest Radiant 325 Crestview Ma Ip e Plain,_MN 55359 Pa�e 2 Load Preview Report _ _- __ __ _ Sens Lat Net Sens Win Sum Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM Size _ _ _ ---_ _ --- - - _ _ -- - _ -- - Buildm . 9.16 Net Tons, 10.43 Recommended Tons, 413 ft.z/Ton, 101.85 MBH Heatin� _ '� ---- --- - Building 5,137 93,901 16,028 109,929 101,847 1,334 4,315 4,706 _- -- -- - - I System 1: 9.16 Net Tons, 10.43 Recommended Tons, 413 ft.2/Ton, 72.67 MBH Heati�_ ' -_ - _ System 1 4,312 93,901 16,028 109,929 72,673 944 4,315 4,315 76x10 Ventilation 1,793 2,656 4,449 2,152 Duct Latent 11,445 11,445 � Zone 1 2,169 55,090 655 55,745 37,586 503 2,581 2,581 1-Lower Level 2,169 55,090 655 55,745 37,586 503 2,581 2,581 23-6 Zone 2 2,143 49,011 1,272 50,283 32,935 441 2,296 2,296 2-Main Level 2,143 49,011 1,272 50,283 32,935 441 2,296 2,296 21-6 ' Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. --- -- - __ System 2: 0.00 Net Tons, 0.00 Recommended Tons, 0 ft.2/Ton, 29.17 MBH Heatin9 _ -- - - --- -- - - System 2 825 0 0 0 29,174 391 0 391 8x10 I j Zone 1 825 0 0 0 29,174 391 0 391 � ' 3-Garage 825 0 0 0 29,174 391 0 391 4-6 C:\Users\Chad\Documents�ALL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:46 PM - - _ _ - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ' Upper Midwest Radiant � 325 Crestview, Maple Plain, MN 55359 Pa�e 3 i - - - Total Building Summary Loads - - - _ - - - _ - Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain ' 1 F-hf-o: Glazing-Triple pane, operable window, heat- 1330 42,453 0 36,835 36,835 absorbing, insulated fiberglass frame, u-value 0.38 � 11J: Door-Fiberglass Core 240 12,096 0 0 0 , 15A13-Oocm-4: Wall-Basement, , framing with R-13 sill to 860 6,316 0 336 336 floor in 2 x 4 cavity, open core, no board insulation, plus interior finish, metal studs, 4'floor depth , 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1734 9,467 0 1,197 1,197 � cavity, no board insulation, siding finish, wood studs ' 16A-38: Roof/Ceiling-Under attic or knee wall, Unvented 2968 6,482 0 3,845 3,845 �� Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-38 insulation 21 B-28: Floor-Basement, Concrete slab, any thickness, 2 2169 2,733 0 0 0 � or more feet below grade, R-3 or higher insulation ' installed below floor, any floor cover, shortest side of floor slab is 28'wide 22A-pm: Floor-Slab on grade, No edge insulation, no 81 8,029 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil �, Subtotals for structure: 87,576 0 42,213 42,213 � People: 2 400 460 860 ', Equipment: 400 400 800 � Lighting: 0 0 0 Ductwork: 0 11,445 43,762 55,207 '� Infiltration: Winter CFM: 135, Summer CFM: 51 12,119 1,127 761 1,888 � Ventilation: Winter CFM: 120, Summer CFM: 120 2,152 2,656 1,793 4,449 ' AED Excursion: 0 0 4,512 4,512 , Total Building Load Totals: 101,847 16,028 93,901 109,929 '� � Check Figures � � Total Building Supply CFM: 4,706 CFM Per Square ft.: 0.916 " !I , Square ft. of Room Area: 5,137 Square ft. Per Ton: 413 *' , � Volume (ft) of Cond. Space: 44,064 Air Tumover Rate (per hour): 6.4 � '� (ht9�) � i * Based on area of rooms being heated or cooled (whichever govems system) rather than entire floor area. ! � "" Based on area of rooms being cooled. �uildi�Loads -- _ _ - -------- --- - --- Total Heating Required With Outside Air: 101,847 Btuh 101.847 MBH i Total Sensible Gain: 93,901 Btuh 85 % i Total Latent Gain: 16,028 Btuh 15 % �I Total Cooling Required With Outside Air: 109,929 Btuh 9.16 Tons (Based On Sensible+ Latent) I 10.43 Tons (Based On 75% Sensible Capacity) I , j Notes --- -----_ � Calculations are based on 8th edition of ACCA Manual J. ' All computed results are estimates as building use and weather may vary. , Be sure to select a unit that meets both sensible and latent loads. � -- - - - - - - - ---_ _ _ - - - - - - - - -- --_ __ __ - -____ __ __ __ C:\Users\Chad\Documents�ALL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:46 PM --- - - � - -- -- ---. Elite$oftware Development,Inc. - 325 Cres iew _ _ � _ _ Pa�4. - ---- ----- - - - - Rhvac-Residential&Light Commercial HVAC Loads �pPer Midwest Radiant _ _ _ ----_- ---- --- _ -- - -- -- -- Ma�le Plain,MN_55359 --__ --- _ _ - - - -- LoedS -�at — Sen Sen --- - G�a n $�/Ste111 � HOUSe SUIT1C11a1'y _ Area Gain Gain ________ � --- --- -_——= Loss __-- - 36,83 - - - _ Quan_ - — - - p— 36,835 ,Component �287 41,080 Description _____ —o-erable window, heat- 336 336 1 F-hf-o: Glazing-7riple pane, 9p u-value 0.38 860 g,316 � absorbing, insulated fiber lass frame,With R-13 sill to 15A13-Oocm-4:�Nall-Basement, , framing o en core, no board insulation, � 1,197 1,197 floor in 2 x 4 cavity, p 1288 7,032 plus interior finish, R 21linsuaationfin 2 x6 st d 3,845 3,845 12F-Osw:Wall-Frame, {�i�ish,wood studs 4,680 � no board insulation, siding 2143 cavity, �nder attic or knee wall, Unvented 16A-38: Roof/Ceiling- Roofing Material, Any � 0 Attic, No Radiant Barrier, Any 2 733 p Roof Color, R-38 insulation thickness, 2 2169 21 g_Zg: Floor-Basement, Concr�et3e�sr hb he yinsulation rade, �9 or more feet below 9 floor cover, sho►test side of 42,213 installed below floor, any 61 841 0 42,2�3 g60 floor slab is 28'wide 400 460 2 400 400 800 Subtotals for structure: � 0 People: � 55,207 Equipment: p 11,445 43,762 1 88$ Lighting: 8,680 ��127 761 4,449 Ducfirvork: 2,152 2,656 1,793 Summer CFM: 51 � 4,512 4,512 Infiltration: Winter CFM: 97� 0 109,929 Ventilation:Winter CFM: 120, Summer CFM: 120 72 673 16,028 93,901 AED Excursion: ---- System 1 House Load Totals: —_ __--- ---- 1.001 - ------- CFM Per Square ft.: 413 ' �Check F�ures ____-------4,315 gquare ft. Per Ton: 7.1 gupply CFM: 4,312 qir Turnover Rate (per hour): __ __---- ' Square ft. of Room Area: 36,639 _ --- � ', of Cond. Space: --_--- Volume (ft) _ _____�- — � �-- - -- 72 673 Btuh 72.673 MBN as-- _--= o em Loa ____-_ , /o S st - Air: 85 ' L�---- - --- With Outside uh d t e uire gp1 B o in R G 93, Total Heat g 15 /o nt . + ate ' Total Sensible Gain. 16,028 Btuh 9 16 Tons(Based On Sensible � � Total Latent Gain: �pg,g2g Btuh 10.43 Tons (Based On 75% Sensible Capacity) Total Cooling Required With Outside Air. - - --__ _ _ _ —— '� Notes __ — s as building use and weather may vary. Calculations are based on 8th e eition of ACCA Manual J. All computed results are esfima Be sure to select a unit that meets both sensible and latent loads. I I -- -- - -- - - - October 30, 2012, 9:46 P ' - Tuesday, --- -- ---- - I, ' - - - Lake.rhv C:\Users\Chad\Documents�ALL files\325 Crestview Long ,u��udy, uctober 30, 2012, 9:46 PM ' Upper M dwest Rad a�tLight Commercial HVAC Loads Elite Software Dev 325 C e�I ew Maple Plain, MN 55359 � _ __ _ _ Page 10 . Detailed Room Loads - Room 2 - Main Level (Peak Fenestration Gain Procedure) ---__-___ -- �LGeneral _-- - - - Room is in zone 2, which peaks at 5 pm Calculation Mode: Htg. &clg. Occurrences: 1 ', Room Length: 1.0 ft. System Number: 1 �, Room Width: 2,143.0 ft. Zone Number: 2 i Area: 2,143.0 sq.ft. Supply Air. 2,296 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.1 AC/hr Volume: 19,287.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 21 Actual Winter Vent.: 56 CFM Runout Air: 109 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 56 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 2 % I I Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 58 CFM Actual Loss: 0.193 in.wg./100 ft. Actual Summer Infil.: 30 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quanti _ Value __ _HTM Loss __ _HTM Gain Gain_, ��— - N -Wall-12F-Osw 16 X 9 122 0.065 5.5 666 0.9 0 113 , E-Wall-12F-Osw 57 X 9 383 0.065 5.5 2,091 0.9 0 356 I S-Wall-12F-Osw 48 X 9 335 0.065 5.5 1,829 0.9 0 311 W-Wall-12F-Osw 66 X 9 318 0.065 5.5 1,736 0.9 0 296 N -Gls-1 F-hf-o shgc-0.3 0%S 22 0.380 31.9 702 13.7 0 302 E -Gls-1F-hf-o shgc-0.3 0%S 130 0.380 31.9 4,150 21.1 0 2,738 ', S-Gls-1 F-hf-o shgc-0.3 0%S 97 0.380 31.9 3,096 29.3 0 2,841 ' W-Gls-1 F-hf-o shgc-0.3 0%S 276 0.380 31.9 8,810 52.1 0 14,367 ', UP-Ceil-16A-38 1 X 2143 2143 0.026 2.2 4,680 1.8 0 3,845 Subtotals for Structure: 27,760 0 25,169 I Infil.: Win.: 57.7, Sum.: 30.4 1,683 3.075 5,175 0.270 672 454 , Ductwork: 0 20,603 AED Excursion: 2,124 People: 200 IaUper, 230 sen/per. 2 400 460 Equipment: 200 200 Room Totals: 32,935 1,272 49,011 ' _ -_ - - -- � C:\Users\Chad\DocumentsWLL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:46 PM __ _ - _ _ _ _ , _� �_-- __ _ _ _ _ ----- - - _ _ - - - - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Upper Midwest Radiant 325 Crestview Maple Plain,MN 55359 - -- - --- _ _ - ---- - - _ pase 11- - _ Detailed Room Loads - Room 3 - Garage _ __ , _ _ -- ---- - ---- - -- - - ---- ---- - � G ene ral ---- -- ---- ------- -- -- - ---- Calculation Mode: Htg. only Occurrences: 1 Room Length: 1.0 ft. System Number: 2 Room Width: 825.0 ft. Zone Number: 1 '� Area: 825.0 sq.ft. Supply Air. 391 CFM I Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr , Volume: 7,425.0 cu.ft. Required Vent.: 0 CFM I Number of Registers: 4 Actual Winter Vent.: 0 CFM '� Runout Air: 98 CFM Percent of Supply.: 0 % '% Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM �, Runout Air Velocity: 497 ft./min. Percent of Supply: 0 % '% Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 38 CFM ' Actual Loss: 0.132 in.wg./100 ft. Actual Summer Infil.: 0 CFM , - -- - _ _-- - _ -- _ _- Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 36 X 9 83 0.065 5.5 453 0.0 0 0 E -Wall-12F-Osw 24 X 9 200 0.065 5.5 1,092 0.0 0 0 S-Wall-12F-Osw 5 X 9 44 0.065 5.5 240 0.0 0 0 W-Wall-12F-Osw 16 X 9 119 0.065 5.5 650 0.0 0 0 I N -Door-11J 30 X 8 240 0.600 50.4 12,096 0.0 0 0 N -Gls-1 F-hf-o shgc-0.3 100%S 1 0.380 31.9 32 0.0 0 0 E-Gls-1 F-hf-o shgc-0.3 0%S 16 0.380 31.9 511 0.0 0 0 S-Gls-1 F-hf-o shgc-0.3 0%S 1 0.380 31.9 32 0.0 0 0 W-Gls-1 F-hf-o shgc-0.3 0%S 25 0.380 31.9 798 0.0 0 0 UP-Ceil-16A-38 1 X 825 825 0.026 2.2 1,802 0.0 0 0 Floor-22A-pm 81 ft..Per. 81 1.180 99.1 8,029 0.0 0 0 Subtotals for Structure: 25,735 0 0 Infil.: Win.: 38.4, Sum.: 0.0 729 4.717 3,439 0.000 0 0 Room Totals: 29,174 0 0 C:\Users\Chad\DocumentsWLL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:47 PM I . � . _ -- ----- ----- -- --- Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. , Upper Midwest Radiant � 325 Crestview I Maple Plain, MN 55359 Pa�e 12 _ _ __ __ _ System 1 Room Load Summary - - - -- - - --- -- __ - _ _ Htg Htg Run Run Clg Clg Clg Air ' Room Area Sens Nom Duct Duct Sens Lat Nom Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM I . ---- -- ---- -- ------ _ _ -_ - -_ _- - ---Zone 1--- 1 Lower Level 2,169 37,586 503 23-6 572 55,090 655 2,581 2,581 I Zone 1 subtotal 2,169 37,586 503 55,090 655 2,581 2,581 I ' ---Zone 2--- I ', 2 Main Level 2,143 32,935 441 21-6 557 49,011 1,272 2,296 2,296 '� �, Zone 2 subtotal 2,143 32,935 441 49,011 1,272 2,296 2,296 ' � Ventilation 2,152 1,793 2,656 Duct Latent 11,445 ', System 1 total 4,312 72,673 944 93,901 16,028 4,315 4,315 ' System 1 Main Trunk Size: 76x10 in. I Velocity: 1,088 ft./min I Loss per 100 ft.: 0.072 in.wg � Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended I to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load ' Procedure + Excursion" method. -- -- - --- --- - - �� Cooling System_Summary _ � I� Cooling Sensible/Latent Sensible Latent Total ' Tons S_lit Btuh Btuh Btuh �--- ------ --- __-- - p- _ --- - - Net Required: 9.16 85%/ 15% 93,901 16,028 109,929 Recommended: 10.43 75%/25% 93,901 31,300 125,201 ', I Equipment Data _ _ _� , I Heating Svstem Coolinq Svstem I TYPe� ' Model: ', Brand: ', Efficiency: ', ', Sound: ', ' Capacity: ', Sensible Capacity: n/a 0 Btuh ', Latent Capacity: n/a 0 Btuh ', C:\Users\Chad\Documents�P,LL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:47 PM . ____- __ _ . - __ _ -- Rhvac i2esidential 8�Light Commercial HVAC Loads Elite Software Development,Inc. ', Upper Midwest Radiant � 325 Crestview Maple Plain,MN 55359 Page 13 System 2 Room Load Summary -------- - ---- -- - _- -- -- -- ;� Htg Htg Run Run Clg Clg Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 3 Garage 825 29,174 391 4-6 497 0 0 0 391 System 2 total 825 29,174 391 0 0 0 391 System 2 Main Trunk Size: 8x10 in. Velocity: 751 ft./min Loss per 100 ft.: 0.110 in.wg � ----------- _ Cooling System Summary_ — ---------- __ --- — ---- ----- - Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.00 0%/0% 0 0 0 Recommended: 0.00 75%/25% 0 0 0 I E�q-u_ipment Data �� _- -- -- ---- --- — ------- -- — Heatinq Svstem Coolinq Svstem , , TYPe: I � Model: I �, Brand: � � Efficiency: I Sound: I Capacity: '� I Sensible Capacity: n/a 0 Btuh �� I Latent Capacity: n/a 0 Btuh , -------------- . ------------------ ---------- --____-------------------__- - � C:\Users\Chad\DocumentsWLL files\325 Crestview Long Lake.rhv Tuesday, October 30, 2012, 9:47 PM � Cd`�i DA TIME � -_ �� CITY OF ORON CALLED IN /Z ' INSPECTION NOTICE SCHEDULED !Z-!�/a' -� PERMIT N0.�0! D� 'I 9 c�PLETED � A��RESS ��-J �G`(�1��`!�l � OWNER TELEPH NE NO. -�� CONTRACTOR � / � >; DESCRIPTION -�� ❑ FOOTING ❑ PLUMBING FIN� ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAiNT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARO COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � �� o � C � ; �� a � ° 'S T� � ►� � �-t� u i� �' � �}- �.r e W � Q � Z W � W � j O W� ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONOITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �95Z� Z49-460� OwnerlContractor on site- Inspector. White Copyllnspector's File Canary CopylSite Notice �� DATE TIME ✓ CITY OF ORONO �LLED IN �2 -�2 INSPECTION NOTICE SCHEDULED I -Z�(� /D.�6� PERMIT NO.�I�� O/�� COMPLETED ADDRESS V� OWNER � EL HONE N�/��'�✓v� � CONTRACTOR � �� >; DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ 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. O FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � D lG 'T�� r�✓l 0 a � 0 � W � Q � Z W � W � � G + � �'WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WiTHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. �95Z) Z49-4600 OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary Copy/Site Notice