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Home My WebLink About2011-01191 - new structure .. .- � _ , CITY OF ORONO PEaMrT No.: 2oii-o119i 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 1U10/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 3095 CASCO POINT RD PIN : 20-117-23-34-0005 LEGAL DESC : REG. LAND SURVEY NO. 1311 : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL COI�STRUCTiOIV TYPE : SINGLE FAMILY ACTIVITY : ]O1-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 700,000.00 NOTE: 1. AS-BUILT SURVEY SUBMIT"I'AL AND CITY APPROVAL REQUIRED PRIOR TO ISSUANCE OF C.O. 2. ALL RETAINING WALLS EXCEEDING 4' IN HGIGHT REQUIRE APPROVAL OF ENGINEERED DESIGN PRIOR TO CONSTRUCTION/INSTALLATION. 3. RA1N GARDEN MUST BE INSTALLED AND SHOWN ON AS-BUILT SURVEY. INITIAL 4. PRIOR TO THE ISSUANCE OF A C.O.FOR THE HOME,SUBMITI'AL OF EVIDENCE THE DRIVEWAY RETAINING WALLS WERE CONSTRUCTED IN ACCORDANCE WITH THE PLANS DATGD 10/29/11 AS DESIGNED BY CRITERUIM-SCHIMNOWSKI ENGINEERS (MN LIC#40126). SUBMITTAL OF AN INSPECTION REPORT VERIPYING THE DESIGN ASSUMPTIONS ARE VALID IS REQUIRED. THE CITY DOES NOT PERFORM THIS INSPGCTION FUNCTION AND IDEALLY THE DESIGNING ENGINEER WILL REVIEW THE SITE AND VALIDATE THE ASSUMPTIONS MADE WITH THG DESIGN. INITIAL NOTE: AS BUIL"t'SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY [SSUANCE. INITIAL: NOTE: [3E AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-E3UILT SURVEY AT THE TIME THE CERTI - S� ��2� ��t�c�PS APPLICANT PERMIT FEE SCHEDULE 4,456.75 KYLE HUNT& PARTNERS INC. STATE SURCHARGE(VALUATION) 350.00 18324 MINNETONKA BLVD DEEPHAVEN, MN 55391- MISC FEE 4.00 (952)476-5999 TOTAL 4,810J5 Minnesota State License#: BC- 1967 PAID WITH CC# 2713 OWNER WHIPPLE, PHILLIP 3095 CASCO PT RD WAYZATA,MN 55391- 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 no[grant permission for additional or rela[ed work which requires separate permits. All provisions of laws and ordinances goveming[his 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 applica t is responsible for assuring all required inspections are re uested n onfo ance with the Sta[e Building Code.This permit may be r ked tim for due cause. 1 { / O / - / / plica t ermitee ignature Date Issued By S' ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER HAN DESCRIBED ABOVE. ! � . 1. As-Built survey submittal and City approval required prior to issuance of O. 2. All retaining walls exceeding 4' in height require approval of engineered design prior to con tion/installation. 3. Rain garden must be installed and shown on as-built survey. Initial 4. Prior to the issuance of a C.O.for the home, submittal of evidence the driveway retaining walls were constructed in accordance with the plans dated 10/29/11 as designed by Criteruim-Schimnowski Engineers (MN lic#40126). Submittal of an inspection report verifying the desig assumptions are valid is required. The City does not perform this inspection function and ideally t signin ngineer will review the site and validate the assumptions made with the design. Initial NOTE: As built survey required prior to Certificate of Occupancy issuance. Initial: NOTE: Be aware, in the event weather or other conditions prevent the completion of an as-built survey at the time the Certificate of ccupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a 0 escrow to ensure completion of the as-built survey and all site improvements. Initial: 3095 Casco Pt Rd 2011-01191 � City of Orono Building Permit Application ��D , 7 5 c(� for New Structures or Additions , — Mailing Address: Permit number: oZU�� d d�� PO Box 66 ' �" ,� ',> �Q Q�', Crystal Bay, MN 55323-0066 Date received: � � ' x n ��,� ��,'jt, �II Street Address:' Received by: ��'t��;�'� ti��' 2750 Kelle Parkwa o� 8 9v�,� ��c� �? �xt �;% Y Y Plan review fee: � ��qg�sHog�j/ Orono, MN 55356 0?0//_�.j�</ `_' " Total Fee: � Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: 2j'OqS �(�p ��. �p(�t.d Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ��- ��lw� [�►�d �pH/�,rS ,lY�,(_ . State License# ��(�'�-- Expiration Date: ?��►� �t_ Phone: ti- �q office 1-3lD - 1 I cell Mailing Address: $ �,.{(,�. Cit : ZIP: S3 Contact Person: ��y� q,y Applicant is: Con rac or / Homeowner (CircleOne) Email and/or Fax: �`��. �p��yv�,,� @ �`�h�y�,-F d�{�Q,yS.Go►'� RS2- y'1lo-u�� PROPERTY OWNER INFORMATION: Name: � ; � � Phone(day): - La Address: Z.. Cit : t� ZIP: } Email and/or Fax ;� ARCHITECT/ ENGINEER INFO MATION: Name: q,v�, Phone(day): Z- o - v , Address: �( h, Cit : ZIP: Email and/or Fax: 0. PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply � New Construction �Single Family with �) Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. (�] Public Sewer ❑Accessory Building '�, Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other:(specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage [� Public Water **Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&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) $ � �l�n ��vi�� h�c�1E��t for;�e� :�t�-uc��r�s / �►dt�iti�r�� : �� Address/PID /LegaL ,� Descriptinn of work: � ��k�.�%�� i � �� '' }� - S�.ptic re�riewhy: _ � � �� Date i4pprovec3: �� `` � Zoning review,by: , Date ARproved: ��'.-� �'� �uilding�re�iew bY: _ �Ba�e Ap�cove�: �� + Grading veview by: • ' Date ApprQvecl: �. Zonin File#: a� �" . ,�� (,r ; :��— _ 9 � REsalu�i�on#. �, -,��,� � ��esolution'�D�te: `� � �'� .,� � , , Zoning�L3ist.rict Fire D:epartment �ost O�ce Sc ool D'estriat � Zoning: Lo# rea: SF/AC VUidth: Depth: Survey Su�mitted: �Yes ❑ t�o Qate�fSurvey:_�� '�: Pro osetl Setbacks: � „Front.(Lake) Rear�Str�etj { tV S :E 1M � ( N :S E IIV j ther.�uilciin s `V11�etland �.-: : �ade �i�e. �°� ' �� '. r�: , � I t� k � � r Building Defined'Height: ��" � �� Suilding Pea�C Height: " � � #of Stories Ok?: _ . YE5 FOR.A.BUILDIN.G,WIThl:A�BA�EMENT OR`C'RAWL SPACE: FOR'�"Bti1LDIAIG�ON A SLAB FOUNdAT10N: STAfZT WITH the distance beiween'the basement floor/crawl STARI" the distanee between the slab and the highest � space:floor and the highest roof peak;the,top of WITH roof peak,the top of the:comice ofi a flat roof, �g�g� ; ' #hs cocnice af a flat ro�f,the.,deck Ime of a the deck line of a mansacd roof, or the, , `�� ' mansard roof,or the uppermost�pomt�on a round ' u ppermost point on a round or,other arch-type nr other arch-t e roof roof SUB , � ,� half Yhe distance between the highest window and SI�BTRACT hatf the dis.tanee between the highest-window �, (� �j � d� hi hest roof eak of a itched r and hi hest roof eak of.:a itched cDof ��fi SUSTRAC the distance between the bas ` n ,fl�r/crawl ADD the:distance between>the slab and#he highest space floor and the highest e" i '�r ,�within existin rade within the foundafion' the foundafion or 10 feet,which ve'.iskiess: EQUALS Defined buildin hei hf EQUALS Defined buildin hei ht Lot Coverage: SF o/p - x Shorefa�d District �lND Rermit Receiv.eci �v ra e'Lakeshore S:etback Biu � �es � No ❑ N/A '. � Yes No �'Qs ❑ N° s� 0 No : /A d Pecmit Number. �� Setback: Hardco�aerZones Existin Pr��osed ,�l�iar�ce i�e uired CUP Re t�6r tl 0-75' ,� ;. :� � ��• � Y-ss Q No ❑ Yes No 75-250' � �''� � 6°�` ;� T�P �5�� TYPe�S)• � 250-50D' � '� � �� D0-1000' REMARKS jin-house): Updated: Q9/11/20d9 z:lformslpian review checklist.docx Fees tD be Chargerl YES .:1�10 . a.,».,�:. .. , .:_ - �_. � �, � : .:�_ - � � _ . ._ , . .�. _ . .. � _.s , : Plan Review � ��'�� ' _.� , ... _ � � Investigat�on"Fee � �� Sewer Cannec#ian . ,,, . � , , _ _ � �� .�.ti.o�,�,..�� ,_ �'�'�� . . � . . � .'�Q%'. ! f '.:SA � .�..�_ - - � . . . . . � �, . . . ' �^ 1� w^ f�� i 5 f 3�r..f�.y�� ,- �_ - .�. . - . . t . ��`� -,.;t8f4�'�� .��'�S ��r ffi.__�_.A�.�''��'"�',i;�L�� — � 4• _ V+�"�.�� t ��c:Rdv' ��"s�� ,; � i �g��sem��l@�� _��''��,��r.��e��''��'��d Calculated`:By � S uare Foota e $ er S uare Foota e Basement X - $ 1St Fioor � X = $ 2nd Floo� X = $ Garage X = � Estimated Gonstruction Value: $ "�'�;��.l� �� Orono Inspecti�ns 1�e�quired Work f�equiring Se�ara#e Permits Re�uired 5tate Permits l� Site �R1um6ing ❑ Grading /Fillin:g 0 Well ❑ Hardcov�r Removal �'`Mechanical fl Fire �Eiectrical _ Footin.g 'II Septic �Water Connection ,�Poured Wall �Fireplace � Seuver Connection .��oundation 5urvey � Masonry � Lawn irrigation �f2adon Rock Bed �Mfg. �l`Framing fl Other(specify) lnsulation As-Built Survey Final ❑ Other(specify) I : J REMARKS (in-house): Ott�er Review: Reviewed by: Date Approved: ;� � � Access:Existing: ❑ YES D NO Ne�v: D YES � NO REMARKS (i'O BE:NOTEQ ON PERMIT AND INITIALLED BY PERSDN PULLiNG PERMiT} �E � � � � �� `,��" ��'��'`,F�G�� . 1�'G f �� ` �Q�.�� '� � °�`L�� F �,� �✓��'�� r ��.��,��'u�c � ��.� ��, Er�F�� .��, ��-� � � Updated: D9/11/2009 z:\formslplan review checklist.docx . -, ,., � . :_ ..,. ,,_ . . . . _.�. , . , -m .:. . -._ ��.� .... ,��._. -•",,,,.�,, v }. .._ . �;.�,._ r �. __ � . . _ , � r �,� .�.��.�.;�. ». . � a o . ,.. . . .,. . �.e�e . ... . . .. �. . . . . . �'ra��mr.�.� ��s�::�e�sx � q�'�OEi�'S�1"Oa Memorandum �� cap� ��;: Stant�ec 2335 Highway 36 W To: Darren Amundsen Project: Whipple Residence Date: 11-7-11 St.Paul,MN 55113 Tel 651-636-4600 From: Philip Caswell, P.E. Client: City of Orono, MN Fax 651-636-1311 www.stantec.com Re: 2011-001191 File No: 000139-11000-1 Project Review Information Summary: Project Name/Location: Whipple Residence Boulder Landscape Retaining Wall Developer/Property Owner: Whipple Design Engineer/Firm: Paul Schimnowski/Criterium-Schimnowski (MN #40126—Verified) Documents Reviewed: Engineer's Letter, including design/construction notes Site Plan (Date unknown) with Proposed Wall Layout Design Wall Cross Section Date Received: 11-2-11 Project Review Comments: 1. Project includes privately-owned boulder landscape retaining walls that will be installed at #3095 (street unknown). 2. Site drawing submitted shows the wall layout relative to boundaries, buildings and other site features. Deviation from this layout is not approved. 3. A geotechnical report and recommendations were not provided. Soil properties for the retaining wall were assumed in the design notes submitted. Engineer of Record requires field verification of assumptions. 4. Boulder wall design drawings were prepared by a professional engineer, licensed in Minnesota, and plan content appears appropriate to direct retaining wall construction. However, wall designer must clarify the following design parameters: a. Whether design includes driveway surcharge: letter, 2"d paragraph, states no surcharge was considered, 4th paragraph states that it was. Wall location appears to be adjacent to driveway. b. Minimum bearing capacity of foundation soils is required: Letter, 4th paragraph, states 1,500 psf allowable bearing capaciry is assumed, drawing states 2,500 psf is required. 5. Calculations for global/slope stability were not submitted. Applicant shall have actual site conditions evaluated by a qualified design professional to determine whether or not global stability analysis is required and ensure that in-situ soils and backfill design properties indicated on the plans are verified. Submit determination in writing. Submit documentation verifying conformance with design and construction requirements to City. SCHEDULE ❑F REQUIR.ED 18 TO 23 DEGREE ( B�ULDER SIZES SETBACK, TrP. EXPOSED WALL B❑ULDER DEPTH, IMPERVIOUS FILL HEIGHT MIN, TOP BOULDERS, TYP. 12" DEEP 4' Z8' (12" TO 18" BOULDERS ALLOWED FOR FINAL GRADE �/ � � �yfy��y�� 5' 32' ADJUSTMENTS) /��\ ��\��C�� 6' 36' ,/�,��` �!C�.%�.%!�� 3s• MID—LEVEL BOULDERS, TYP. �i��/��/ �2' THICK SELECT GRANULAR 8� 42� NUMBER OF COURSES WILL SAND OR DRAINAGE AGGREGATE VARY AS NEEDED 9' 44' 10' 4 8' SEE BOULDER SIZE SCHEDULE HEIGHT VARIES 11' SO' FOR MORE �NFORMATION 12' S4' BASE BOULDERS HEAVY WOVEN GEOTEXTILE B�ULDER �� FILTER FABRIC DEPTH BEHIND BOULDERS WALL BACKFILL COMPACTED 95� OF MAXIMUM STANDARD PROCTOR WALL EMBEDMENT = 12' MIN. r DENSITY e... .•� ` � �) I - .,-, a�-� I � � j�1''��`�� `r�l UNDISTURBED —I I I—. I I I—I I I— 4" DIA. DRAIN PIPE �`t' •�/�]�1 r , �,��p � SOIL � OUTLET � END OF WALL i �'''? � I I I" ' ` , �j��; GRANULAR LEVELING PAD OR � 40' CENTERS MAX �� ,��,�(`x��//�,lf / MIN. 6" THICK .,�"�"�,r�+''�'J'�:. . (OPTIONAL) REQUIRED BEARING CAPACITY = 2500 PSF 4 / �{/ � ,� '� �: ILS- Kft� fi: �=L � ��Q��Gn :lt- -v. TYPICAL SECTION — BOULDER RETAINING WALL SECTION ' ' =`'II �� '� � '� ;r, r��. ., .�r;,�. SCALE: NONE �,r r��• � �`� '.'�,,�t#'�3;��ti. •lliflitft:lb�. Designed By� PROJECT NAME/ �,�/HIPPLE RESIDENCE / HENNEPIN C❑UNTY, MN Date� PDS LOCATI❑N� 10/29/2011 Checked By� CLIENT: INSPIRED DESIGN LANDSCAPES Pro,ject No� PDS CRIT�RIUM-SCHIMNOWSKI ENGINEERS 4208 WASHINGTON ST. NE il-o564 161 DUNBAR WAY PHONE:651.779.7700 Scale� MAHTOMCDI,MN 55115 PAX:651J79J114 COLUMBIA HEIGHTS, MN 55421 Drawing NaMe� AS N❑TED pschimno@criterium-schimnowski.com PHONE: 763-458-8104 B�ULDER WALL SECTII]N :�► � � '�: �" " '� * �' � �� _ .. � SCH / MNOWSKI ENGINEERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651779-7700 FAX 651 779-7114 www.criterium-schimnowski.com October 29, 2011 John Sather Yardscapes, Inc. 8609 Harriet Ave South Bloomington,MN 55420 RE: Boulder Retaining Wall Typical Section Whipple Residence Hennepin County, Minnesota Project No. 11-0564 Dear Mr. Sather: This letter is being sent to discuss our typical engineered section for the proposed boulder retaining walls at the Whipple Residence in Hennepin County,Minnesota. This design is based on wall layout plan prepared by Gronberg&Associates dated October 4,2011. I understand that the proposed boulder retaining walls will have a maximum exposed height of 10 feet. They are located at the northeast house corner near the driveway, and on the north side of the house. The walls will be tied into existing retaining walls. A minimum wall batter/setback of 18° (�3 inches/vertical foot) should be used. Slopes as noted below will be present at the top and bottom of the wall. No groundwater or other surcharge loads have been designed for the wall. If site conditions vary from what is shown on the Typical Section, please call me to discuss other options. Refer to industry standard practice references for installation information, specifications, and details. - Boulders shall be placed to avoid continuous joint planes in vertical or lateral directions. - Each boulder shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the boulders to limit soil migration through the wall face. - Drainage stone shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: - Soil conditions: Sandy SildClay, friction angle=30.0 degrees,unit weight of 120.0 lb/ft3 - Allowable soil bearing capacity= 1,500 psf - 100-psf driveway surcharge loading behind wall - Slope at bottom of wa11= 10:1; Slope at top= 10:1 - Minimum embedment depth= 12" - Boulder Type: 18"-54" LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAUCOMMERCIAL RETAINING WALL DESIGN&EVALUATIONS Whipple Residence, Hennepin County, Minnesota October 29, 2011 Page 2 of 2 Direct 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, ...___ . :-%'. ,_. . � . _ . � , � __ ..-�.�- .. Paul Schimnowski, PE DESIGN PARAMETERS AND PROVISIONS 1. REFER TO BOULDER RETAIIVING WALL INDUSTRY STANDARD SPECIFICATIONS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF 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 CONSULTING,INC.IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE DOCUMENTS. 5. REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP AND BOTTOM OF WALL(S).REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALLS. 7. CRITERIUM 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 REQUIREMEIVTS FOR AND/OR WORK RELATED TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12.RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CNIL OR GEOTECHNICAL ENGINEER. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 Melanie Curtis From: Phil Caswell [Phil.Caswell@bonestroo.com] Sent: Wednesday, November 09, 2011 12:22 PM To: Melanie Curtis; Darren Amundsen Subject: RE: Engineer Review for 3095 Casco Point Road His response is still somewhat ambiguous—��required" is the minimum needed, while the��allowable" is the maximum you get. The 1,500 psf"allowable" is still less than the 2,500 psf"required." But, at lease he accounted for the driveway in his design. The bearing capacity question is a serviceability issue —the wall might settle a bit— but iYs not a safety/stability issue. I am ok with it. Philip J. Caswell, PE Associate Bonestroo, now Stantec Tel 651-604-4766 Cell 651-271 7635 philip.caswell@stantec.com stantec.com Bonestroo has joined Stantec, a professiona/services consulting firm recognized for its leadership in sustainability, depth and diversity of talent, and technical expertise. The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. '�� Please consider the environment before printing this email. From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Wednesday, November 09, 2011 11:37 AM To: Darren Amundsen; Phil Caswell Subject: FW: Engineer Review for 3095 Casco Point Road Please review and respond. Thank you. Nl.el�uni�G�,t�i�i � ��2.z�k�.�k627 �� uv�cu��i�i�i.o►eov�o.uvt�n.�i From: Glenn Hartmann [mailto:Glenn.Hartmann@KyleHuntPartners.com] Sent: Wednesday, November 09, 2011 11:14 AM To: Melanie Curtis; Lyle Oman; Christine Mattson Cc: Darren Amundsen Subject: FW: Engineer Review for 3095 Casco Point Road Melanie and Darren, Please see the response below from Paul Schimnowski regarding the retaining wall engineering. Please review his comments and respond as soon as possible. Glenn 1 �YL1=. � UN"I� e1' PAFt'I'Nk:FtS , . , t 1 . I' 1�� k .4 � . H Glenn Hartmann Project Manager Kyle Hunt& Partners, Incorporated 18324 Minnetonka Boulevard Deephaven, MN 55391 Direct: 952.476.4564 ext. 31 Fax: 952.476.2134 Email: �lenn.hartmann(c�k le�partners.com Web: www.k. le��huntpartners.com From: Jessica Hilla [mailto:jessica@yardscapesinc.com] Sent: Wednesday, November 09, 2011 9:59 AM To: Glenn Hartmann Subject: FW: Engineer Review for 3095 Casco Point Road Glenn, Does this answer ali your questions? Please let me know if you need anything else. Thank you Jessica From: Paul D. Schimnowski [mailto:pschimno@criterium-schimnowski.com] Sent: Wednesday, November 09, 2011 9:54 AM To: jessica@yardscapesinc.com Subject: RE: Engineer Review for 3095 Casco Point Road Jessica, Regarding Item 4 of the review: - The design does account for the driveway surcharge load (correctly noted in the 4`h paragraph) - The design requires a bearing capacity of 2500 psf(correctly noted on the drawing) I apologize for the errors. Please let me know if you need any additional information. Paul D. Schimnowski, PE Criterium-Schimnowski Engineers 161 Dunbar Way Mahtomedi, MN 55115 Phone:651-779-7700 Fax:651-779-7114 www.criterium-schimnowski.com From: Dave Kopfmann [mailto:Dave@yardscapesinc.com] On Behalf Of jessica@yardscapesinc.com Sent: Monday, November 07, 2011 4:12 PM z To: pschimno@criterium-schimnowski.com Subject: FW: Engineer Review for 3095 Casco Point Road Paul, The city has some questions. Can you please take a look at this and send back the answers? Please call John with questions. Thank you Jessica From: Glenn Hartmann [mailto:Glenn.Hartmann@KyleHuntPartners.com] Sent: Monday, November 07, 2011 3:42 PM To: john@yardscapesinc.com; David Kopfmann Subject: FW: Engineer Review for 3095 Casco Point Road John and Dave, Can you or the wall engineer respond to the questions posed by the City's engineer regarding item 4 in the memo? Glenn K�rt.t-. Ht��t�� PAtt�j'N�:Ks , . i .� •r. �� u It .5 i . tf Glenn Hartmann Project Manager Kyle Hunt& Partners, Incorporated 18324 Minnetonka Boulevard Deephaven, MN 55391 Direct: 952.476.4564 ext. 31 Fax: 952.476.2134 Email: glenn.hartmann(u�k le�untpartners.com Web: www.kvlehuntpartners.com From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Monday, November 07, 2011 3:37 PM To: Glenn Hartmann Cc: Lyle Oman; Christine Mattson Subject: Engineer Review for 3095 Casco Point Road Glenn — I received the attached comment memo from our engineer this afternoon. I've pasted the comments below for ease of reading on your mobile device. Please note items #3 and #5 are verification requirements and can be done during construction along with submittal of information and/or verification during construction. Item #4 must be clarified prior to issuance of the permit. Engineer comments are attached and below: Excerpt from Caswell Memo: Project Review Comments: 1. Project includes privately-owned boulder landscape retaining walls that will be installed at#3095 (street unknown). 3 2. Site drawing submitted shows the wall layout relative to boundaries, buildings and other site features. Deviation from this layout is not approved. 3. A geotechnical report and recommendations were not provided. Soil properties for the retaining wall were assumed in the design notes submitted. Engineer of Record requires field verification of assumptions. 4. Boulder wall design drawings were prepared by a professional engineer, licensed in Minnesota, and plan content appears appropriate to direct retaining wall construction. However, wall designer must clarify the following design parameters: a. Whether design includes driveway surcharge: Letter, 2nd paragraph, states no surcharge was considered,4th paragraph states that it was. Wall location appears to be adjacent to driveway. b. Minimum bearing capacity of foundation soils is required: Letter,4th paragraph, states 1,500 psf allowable bearing capacity is assumed, drawing states 2,500 psf is required. 5. Calculations for global/slope stability were not submitted.Applicant shall have actual site conditions evaluated by a qualified design professional to determine whether or not global stability analysis is required and ensure that in-situ soils and backfill design properties indicated on the plans are verified.Submit determination in writing. Thank you, 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 to 4:30 pm 4 RETAINING wALK NOTE ALL REfAINING WALLS ENDS SHALL s�r� END A MINIMUM OF 6 F4T OFF �W THE EDGE OF THE RQ4DWAY. W a POSSIBLE ._ .'�!_i. i REfAINING WALL �� 1��I, c� G ' `�'�� p�`p� �� ..��:.�� .'t-`i� 1 :�. VARI6—� VARIES VARIES � c : � �'i 'o < -c„o� �,p� 1-:. . �1Li , .� i_,. i ,. M�UMT IFRETAININGWALL � I _;..�..' . ..._,,, . . B�RRO�.�y�R � IS NEEDED 7HE WP11 y � -...1--i i. �., 8 > n '•� � I i SHALL BE PLACED AT 31' -... .;I � :;.. o 0 ��p�i;t'� -� BEMIND TNE TOE EDGING VLACEMENT VARIES AT EACH EXI�]NG�� - - ." ¢ OPE � ,�o FE/1TURE LOCP.TION.THISMEANS7HAT W�� ``�-�-�>I>� I 1=1D� ct �� TOPSOILCOVERAGEVERSUSMULOi + l� � � � �uoo COVERAGEALSOVARIESATEAQi INISHGRADE �}e�_ �a Q�poo o�o°o°o� DISTURBED AREA SHALL BE SEEDEq � � �' FEATURE LOCATION Mp,X 1'3 SLO� •�� o�o 0 0 0� ,o. FERTILIZED AND COVERED WfTH 0.11' �++'��t�� nn �On(��D(,(? ('+ ' EROSION CONTROL BUINKEf,CAT.00. l. _ __ I • X. 0 ryo�P0.EMgoaROW �n� � RWND TRANSIT[ON ��, ' ,••�� 'W�.. .,I`. "�MULQi . BEfWEEN SLOPES J y ;�OpOO,JOO�O r . . N. . .� . ..,:. ..� � i LAWN EDGING-5"BLAIX POLYETHriENE .. . y .�• • 0.24' LAWN EDGING,USE ONLY NON-MEfALLIC �.12",. � ` •.�•• • DLSfURBED AREA SHALL BE SEEDED, STAKES TO SECURE EDGING. INSTALL PER . . •� "p�TM�. FERTILRED AND ODVERED WI7H MANUFACTURERS DIRKTIONS. - • � MEDL4 EROSION CONTROL BIANKEf,CAT.00. • n.� . . .. .. �L� . 2.5''P1INIh1U.M. ' . '�{ �` �� .�rwDAr��R?DE..�. . ,�: . . Y. PEA ROO( 1•y 3' 4' — 6"PERFORATED INTILE W SOCK AS SHOWN ON DRAWINGS DESIGN NOTES: PLANTING MEDIA(DEPTH 1.5'MIN.1 M H 0 PTH "MAX. PROVIDE A 6"MULCH BUFFER ZONE FROM THE THE PLANTING MEDIA SHP.LL BE 1.5 FEET M DE7TH TO THIS MEDIA SHALL BE CONSTRUCTm AS DW LE SHREDDED HMDWOOD MULOi LAWN mGING INWARD. KEEP THIS ARFA FREE PROVIDE AN ADEQUA7E AMWN70F DRAINAGE FOLlOWS BASED ON VOLUME: M NG 7HE REQNREMENTS OF MN/DOT FROM PLANTINGS(INCLUD[NG PU1N75 AT MATERIAL AND SOIL AMENDMENTS TO ENSURE THE RAIN � 3 .2 TY7E 6 MATURE SRE)AS INDICAlED ON EA6i RAIN GARDEN RINCTIONS PROPERLY.THE BOTTOM OF THE 70%CLEAN SAND,FREE OF DELETERIOUS GMDEN DRAWING. FEATURE SHOULD BE RiPPED TOA DEPTFi OF 15 MO1E5. MATERLIL MN/DOT 31D.28 FA-1 � 30%ORGANIC LEAFCOMPOST PREMIUM TOPSOR BORROW(DEPTH 6") APPROPRIA7E STABILIZA710N MEASURES SHALL MN/DOT 3890.8 GRADE 2 MEETING THE REQUIREMENTS OF MN/DOT BE PROVIDED AT THE CURB CUT.THIS MAY 3877.2C INCLUDE SOD,TURF REINFORCEMENT MAT,EfC. T ICAL RAIN GARDEN SECTION NOT TO SCALE TYPICAL RAIN GARDEN DETAIL � �� TYPICAL SECTION � � ��`�� WITH DRAINTILE . STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= `�.7 Number of bedrooms= � �Wood/Frame ❑ Masonry b.Width(ft.)= � Number of garage stalls: ❑ Metal Attached =� ❑ Pole Bldg. Areas in sauare feet Detached - ❑ ICF ❑ On-site Prefab c. Basement= ��,� ❑ Off-site Prefab d. 1S�Story = I{'J ❑ Other(please specify): e. 2nd Story= �� f. 'h Story = g. Total Area= �1 ti�"' REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ Permit A lication � ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form �. ❑ Surve meetin all re uirements ❑ � Stormwater Pollution Prevention Plan 'f� ❑ Hardcover Calculation s ❑ �. Se tic S stem Site Evaluation Re ort ❑ Access Permit ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walis 4 feet or above � ❑ Plan Review Fee ❑ Other APPLICANT 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: �I J�� 1' :�� . �h,�, �} ar.. dsc �� }�:. s y _ � _ � � � �� ,� ��. . ��.� . � 4 � 4�� _ � E` "�` i�, a � , � �' � , � , � ��K �� "� �� .. � �g�(�� S '�uc. �y � r ;,.. � � �4 ?.m�.. xas�ir. . � .t"s'+�� t �.�� . Whipple Residence 3095 Casco Point Road Orono MN Supplies For Rain Garden Double Sided Straw Erosion Blanket 100 Sqyrd Rolls 6"Over Lap on Seams 6" Staples to Hold Down Blanket Grass Seed to Be MN Dot Spec 328 yardscapes, inc. • 8609 harriet avenue south • bloomington, mn • 55420 952/887-2794 � fax 952/887-2796 . yardscapesC�yardscapesinc.com �� ` � �-�-+ff iZ�S � t3� i " ��-c�L 1n!�tE��c.,.E � �,�.�.�.;�.�;; O�ONO COPYHARDC ER CALCULATION WORKSHEET 7-�1� �� SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' S00-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F, Length Width x = S.F. x = S.F, B. Garage x - S,F. C. Driveway x - S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = I2� S.F.-DE� x = S.F. F. Landscape x = S,F. Underlain x - S.F. By Plastic x = S.F. G, Retaining x = �-4' S.F.-W�41.l,� Walis � H. Other x = �6 S.F. -Pc�a�rr�f2 TOTAL HARDCOVER IN ZONE - �q S.F. A TOTA� PROPERTY AREA IN ZONE - 4?S S.F. B A (R� + B 4754 x 100 = �l-.OR, % PROPOSED HARDCOVER IN ZONE A. House x = S,F. Length Width ' x = S.F. x = S.F. B. Garage x = S.F, C. Driveway x = S.F. x = S.F. D, Sidewalk. x = S,F, x = S.F. E, Patio/Deck x = S.F. x = S.F. F. Landscape x = S,F. Underlain x = S.F. By Plastic x = S.F. G. Retaining x = S.F, Walls � J'�q ivc �' .�4.�' .T r3:'r�'� C°/i.�c^ C'�,�.�1z;��e J'� s.F. H. Other x = TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S,F, B A = B x 100 = % � ..�=�v-r� �-R�5 -�- � , I � � �� ..:�.�-�-o-.�� -�-��.� � HARDCOVER CALC�1-L�TION WORKSHEET 7-to.i� SETBACK ZONE: (CIRCLE ONE) 0-75' `r�s-z50' 250-500' ' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = 13$5 s.F.-+�ovsE Length Width x = 1 b3 s.F.-cm� Pra�zc� x = S.F, B. G�age x - 2� S.F. - RO�G�4 V✓t.�r_p� C. Driveway x = ��}-53 S.F,-�IT. �I�t�F.�,ns�� x = S.F. D. Sidewalk x = �� S.F,-�R'� ��`� x = 21 S.F.�S?EPP�n�� STew�jf E. Patio/Deck x - gi0 g F_R�� D�S-� x = S,F. ��"f 'T'�� F. Landscape � b`RE� �txi( x 3�i- 1'� Roci� = S� S.F.-Roc.K �►� �►?r�U,�v Underlain x - S.F. By Plastic x = S.F. �N,�� No��rH vF G. Retaining x = 4�3 S.F.'�� r�� W alls r.u�t 4 H. Other 6 � 2�-2 t 1.5'n1,S x 2'NF..�-r To HovS� = S S:F.-'�po�T�ar�y� c��.�c.,�c-rr TOTAL HARDCOVER IN ZONE - y'Iq3 S.F. A TOTAL PROPERTY AREA IN ZONE - 13.lp� S,F. B A �Iq� + B ��a� � t��' x100 =—� 3�.0� % PROPOSED HARDCOVER IN ZONE ��U��'Q A. House x = Z 6 1 � S,F.-- y��,�� Length Width ' x �6 S.F..-pi�o3"�ca�CD x — CUVE�iE�3 QE<k B. Garage x = S.F, Pt�04��5�`.t� C. Driveway x = 3�O S.F."��.i��u�a� x = S.F. D. Sidewalk. x = / 8O S.F,-�Q�OpQSE,O W�4L.11 x = S.F. E, Patio/Deck x = Z 8 p S.F._�RQPOS�D mEGIC X = �0 S.F, a�q/b,�.l. 8�Q UJ:GI� F. Landscape x = S,F, Underlain x = S.F, By Plastic x = S.F. G. Retaining x = �54 S.F. Ex��t/�'G �. Walis f i��+E i"G'�? H. Other x = �.�,-,. .' TOTAL HARDCOVER IN ZONE - .3 `l�'�_S,F. A TOTAL PROPERTY AREA IN ZONE - �3 I O�f' S,F, B A „�9�' �i � B ��,10� x 100 = ..�0.4'Q % . • / �— � �--�- 2 LS �- ��c � ��L ��!4�r PpLE � �--�.�;-,� HARDCOVER CALCULATION W SHEET 7- 2 0-., ��i '`�' SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500 500-100�' �a c��r,�'"��. EXISTING HARDCOVER IN ZONE wA��-/Qa�2p,EQ A. H�se x = �2-� S.F. -5'CfZVGtVs2C ►N Length Width oRivEw�iY �5�� x = Z�i- S,F.-ST�►Rw•�r Er� i5�, x = l � S.F,-QottOCi�, �'f��wv6,R;'�', .�$d��-dEi: 0� �,1„��v(j B. Garage 22,`-}• x ZO.� - �'S � S.F-�i�i�[ C. Driveway x = �"35� S,F-pRI�l�'Vti/�1}� x = �.}-i� S.F.-�oNc, �f��.'(�nl D, Sidewalk x = S.F, x = ZR S.F.-d�acrt w.�.t..� E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. G. Retaining x = S.F. Walis H. Other = 21 S;F. WooA [��'�pr�� x N�ut2 5�,�.`��' TOTAL HARDCOVER IN ZONE - 5077 S.F. A TOTAL PROPERTY AREA IN ZONE - 13. �� S.F. B A 5�+7 7 + B �3,f�Z� x 100 =� 36.72 % PRrJPOSED HARDCOVER IN ZONE A. House x = S.F. Length Width � x = S.F. x = S.F. P2n pQ�r� B. Garage 18.t7 x 2�•� _ � /6� S.F, 'C+�f�� . DRivEw��{ C. D�iveway x = .��r 9 � S.F.- x = S.F. D, Sidewalk. x = S.F, x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F, Underlain x = S.F. By Plastic x = S.F, G. Retaining x = l � S.F./UFc�t.�'R�� Walls H. Other x = .2 � S.F.WGG� fi�0�10�"/C TOTAL HARDCOVER IN ZONE - - 9�¢$' S,F. A TOTAL PROPERTY AREA W ZONE - 13.�2� S.F. B A �l�c� = B �3, 828 x 100 = ,�a. oo % �. �� . �,� ,;- �� N1101.8 Certificate Snilders Na�ne/Company Date: �' �4 Site Address: �'�9� l.dl�l/o ��- �(�41 Contractor Name: � ir�, '� InC, � Licer�se Number: Location Type of Insta//ed Type Location Size Insu/atinn R-i�a/ue Makeup Air Roof/Ceilin J1 Combustion Air , �p Walls � - _ - - - - Water Heafin= ' ` `` ` , Slab-on-Grade ti` ( ` _�� Ma»ufact�urer Mv`de/' Floor '� i� � ._�- __ _- __. __.__ ___._� Ducts OuY'side o�Conditioned S �ces'; Rim]oist i�{ ,'` �— �j��. � nterior erior or Infe ral �'''�" g [ocafion ''. R-V /ue Foundation Wat! - > l�,�; � �� nte o io r Integral - -- - - - __ - - °------ ------- – _ _ __u7 � M� Avera e[/-l� cto� SHGC so/ar heat ain coefficient Passive Active Fenestration Radon Control ❑ T e In ut Ratin AFUE Manufacturer Mode/ Ca/cu/ated Heat Loss Heatin S stem ��__ 1,01,� tA,C.. - -- -` � O - ` "-- M��l9 c4 d �� T e Qut ut Ratin SFFR Manufacturer Mode/ Coo/in Load/Heat Gain Coolin S stem � r� � �� i\ — —.— -�___- ..__ _ _ _ Location Continuous Venti/ation Tota/Venti/ation Mechanical Ventilation � -- � A� . !�_ � DATE TIME C7TY OF bRONO CALLED IN INSPECTION�N�O��CED��g� SCHEDULED � ' �� PERMIT N0. cOMPLETED ADDRESS ��4�J ��C�� OWNER TELEPHONE NO. CONTRACTOR >; DESCRIPTION � ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � Q ❑ 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 = 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j 1 rVv O � � O � W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN �NSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cat1 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on ite: Inspector. White Copyllnspector's File Canary CopylSite Notice ��f� TE TIME V CITY OF ORONO CALLED IN � V INSPECTION NOTICE �.j SCHEDULED � �CZ PERMIT NOJ��G��D�l /�COMPLETED ADDRESS ��`� �� ]p� G��- OWNER ELEPH NE N0.7�S' —�� CONTRACTOR � ' >: DESCRIPTION � lL� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPVaiNT � ❑ 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 � COMMENTS: � W a � J O � � ' v L O � W � Q � Z W � W � � GW ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CARRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 Owner/Contractor on sit�: 1 Inspector. �_ White Copy/lnspector's File Canary CopylSite Notice � �V� D E TIME ✓ CITY OF ORONO CALLED IN �l �� INSPECTION NOTICE SCHEDULED l � PERMIT NO. "��1 COMPLET ADDRESS �� .�JL�� T � OWNER ELEP ONE NO � ��` � �� CONTRACTOR � � � >: DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP/ _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � o -- 1�� i �.-t-� �Q l�n,� � r-�r�. '� �� . � 0 � W � Q � Z W � W � � GW �KSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: lnspector_ C .[ White Copyllnspector's File Canary CopylSite Notice � �� :�- � // DA // TIME CITY OF ORONO �`�g� CALLED IN INSPECTION N ICF SCHEDULED / � �� PERMIT NO. �� CO PLETED ADDRESS �� OWNER TELEPH E N ��'1—�� CONTRACTOR �: DESCRIPTION � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O �� .�f� ,1 �� v ,i W � Q � Z W � W � � GW �RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � CORRECT WORK 8 PROCEED '_� ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUtRED.CALLTOARRANGEACCESS. Call forthe next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on sit Inspector. White Copyllnspector's File Canary Copy/Site Notice C ��, ' \�� f'�1AjE I. a TIME V CITY OF ORONO �3 CALLED IN �� 1 INSPECTION NOTICE SCHEDULED � � �� PERMIT NO. :�I` (1 --t` � ��I I COMPI.ETED �' �' ADDRESS ��C� � � �-� C� �C-�� C�' `._ �C I OWNER TELEPHONE NO. l �� ' ��'�<�G� CONTRACTOR ��F� � ��1�" �: DESCRIPTION �-1— l� � < < � �� 1 �� Y� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ 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 ❑ SE TIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SE IC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR� T�ETYOU: YES_NO � COMMENTS: � W C � J O �. � O � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ❑CORRECT WORK&PROCEED C, ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (J52� 249-4600 OwnerlContra o it .. Inspector. White opyllnspector's File Canary Copy/Site Notice ��'J I / DATE TIME v CITY OF ORONO CALLED IN 3' I INSPECTION NOTICE SCHEDULED � � PERMIT NO.aOII�D��9 I COMPLETED -T ADDRESS 3O9.s �aSGo � � OWNER TELEPHONE NO ��a '36�J �p S� 7 CONTRACTOR �►��n��Q� �e� ��1��-7�"' >; DESCRIPTION l�-5�� ' !�� '� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENJETLANDS O ❑ FRAMING ❑ MECHANICAL FINAL � TREE REMOVAL / Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O >. � O � W � Q � 2 W � W � � GW�ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED :� ISSUE CERTIFICATE OF OCCUPANCY W O ❑CI�RRECT 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. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �_ White Copyllnspector's File Canary Copy/Site Notice �- � � �� (U`�" DAT TIME ✓ CITY OF ORONO CALLED IN a� � �— _�� INSPECTION N /T/ICE //�J SCHEDULED PERMIT NQ� ` ` Dr L / / COMPLETED ADDRESS �D� G� � -,/- OWNER TELE HO NO � ��` °� CONTRACTOR �� - �; DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FiLLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ 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. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � o .5 , c,�Jl� t� r�� t� C'� a�S � � ° � �� ,�-�,,� W G✓s S � G Q � 2 W � W � j � �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑ ORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlContract on � Inspector. ' White Copyllnspector's File Canary CopylSite Notice � �� !� AT TIME V CITY OF ORONO CALLED IN T � � INSPECTION OTICE SCHEDULED _�� PERMIT NO. —� c�ED ADDRESS � OWNER T LEPHONE NO. �� CONTRACTO � >; DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPIACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SE �C FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU�YES_NO � COMMENTS:_ __._��^ �� ,I � e �- � - � . � 0 � �� UU � 0 � W � Q � 2 W � W � � d L W� �F�KSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORFECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WlLL FETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 Owner/Contractor on site: Inspector. ��;i `�5 White Copyllnspector's File Canary Copy/Site Notice <' ^� I / �' D T TIME ✓ CITY OF ORONO CALLED IN � Z / INSPECTION N TIC �� SCHEDULED � PERMIT N0. co LETED ADDRESS � � �� , OWNER EPHONE NO. =3 � CONTRACTOR � ' � DESCRIPTION — � �I� � ❑ FOOTING ❑ PLUMBING FINAL EXCAV/GRADIN / LLING`—� Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � J O � � O � W � Q � Z W � W � � ��ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ C RRECT WORK 8 PROCEED '� ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-460� Owner/Contractor on site: Inspector_ � � White Copyllnspector's File Canary CopylSite Notice � �D / E TIME � OF ORONO CALIED IN INSPECTION N TIC SCHEDULED Z'.3� PERMIT NO. —��1� c MPLETED ADDRESS OWNER TELE HOI� _ CONTRACTOR �� >: DESCRIPTION — �T � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIL G Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU;�YES_NO � COMMENTS: � � W � � J � (� 1�� C. 0 � W � Q � Z W � W � � � d W�;�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. / . ��j White Copyllnspector's File Canary CopylSite Notice DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED �'ZS`lZ /:30 PERMIT N0. 9 COMPLETED ADDRESS ��S ��CO C�` � OWNER TELEPHONE NO��Z �9 l0 SZ� CONTRACTOR � L�—� ��'� >; DESCRIPTION l�-� �"�, ��?�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS � ❑ 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 v ❑ DEMO-SITE � SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING FI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � a — � -v �- c � S c� 0 � j � .J[� i.�./ � '1 I�o-r— � � � i� s�p� - o �, � � �v 1 /�J�� c�� 'tto� � W �--�-c c� Q �� . � � k e�� ,��s � � 2 2 -�s-_� � � �= W 1 � �-� � ,..,� S� �=C�•� a W� ❑WORKSATISFACTORY:PROCEED �OJEC COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY ��ZS- �� V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDIT�ON WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on s'te: Inspector. White Copyll�spector's Fiie Canary CopylSite Notice