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Home My WebLink About2015-00088 - new structure CITY OF ORONO * z 0 1 5 — 0 0 0 8 s * 2750 KELLEY PARKWAY DATE ISSUED: 04/20/2015 ' ORONO, MN 55356- . 952 249-4600 FAX: 952 249-4616 ADDRESS : 761 BRIDGEWATER DR PIN : 33-118-23-12-0092 LEGAL DESC : STONEBAY SEVENTH ADDITION : LOT 5 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUAT[ON : $ 350,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,WATER CONNECT[ON,SEWER CONNECTION, LAWN IRRIGATION, ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. 1NITIAL: NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER COND[T[ONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$1Q000 ESCROW. INITIAL: APPLICANT PERMIT FEE SCHEDULE 2,684.59 STATE SURCHARGE(VALUATION) 175.00 WOODDALE BUILDERS INC. S.A.C. 2,485.00 6117 BLUE CR DR MINNETONKA, MN 55343- TOTAL 5,344.59 (952)345-0543 Payment(s) Minnesota State License#: BUIL-BC002926 CHECK 82704 5,344.59 OWNER Stonebrook Development LLC 17149 LINCOLN ST NE #600 HAM LAKE,MN 55304- 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 cequires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within l80 days of the date of issuance,or if construction is suspended for a period of 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. f�� / � t�-�( 0�'2'LCk',�'( �' l��i l /� Applicant Permitee Signature Date� [ssued By Signature Date �� PLAN REViEW CF�ECKLi�� FOR NEW STRUCTIJRES / 14DDITIONS Address: t ��d e �� Permit IVo.: Descri tion of work: �,� � �� ` � � p Date Rec'd: Septic review by: �, (� Date,Qpproved: � Zoning rediew by: �ate Approved: � �� /�' i �uilding review by: 1'+�-�- Date Approved: -0�°- � � Grading review by: Date Approved: � � ��s Zoning District: Zoning File#: `� Reso#: '�` Reso Date: �� Zonin Lot Area: oZ--� S /AC Width:c��a � 9- � Lot Coverage: • � SF �" % Survey Submitted: �Yes � No Date of Survey: E'�� ' Revised date(?): "� Proposed Setbacks: Front (��ak� Rear(5tr�t�° ( � � E W f ( N S 1N ) Other Buildings �1letland Side ide � ' �-� � � � n � �7 � � f Defined Heigf�t: � � 9 Peak Height: 3( 9 "� FFE: c�FFE minus 6 feet= 02 �(Existing Contou r Perimeter(I`near feet) = �� D 50% _ �� L.F. below rade #of Stories �- �K � Str�c.-��j �' FOR A BUILDIMC's IMITH�4��4SEMENT OR CRAWL SPACE: FOR A BUILDBPJG ON A SLAB FOUNDATION: The distance between the lowest proposed The distance between the top of START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the the highest point of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED RO • GABLE OR HIPPED F(no (no windows): Subtr haff windows): Subtrac alf the distance the distance betw the ': between the hi st point of the roof highest point of e roof to Y' to the low p ' t of the corresponding � SUBTRACTION gable or ped roof the low poin f the '° (BASED ON . GA OR HIPPED ROOF(with SUBTRACTION h pp��ing gable or ROOF TYPE) dows): Subtract half the distance (BASED ON . G LE OR HIPPED ROOF between the top of the highest ROOF TYPE) with windows): Subtract window and the highest point of the half the distance between roof the top of the highest ALL OTHER ROOF TYPES(flat, window and the highest � point of the roof mansard,etc):No subtraction. . ALL OTHER ROOF TYPES SU RACTION Subtract the distance between the (flat,mansard,etc):No ASED ON basemenUcrawl space floor and the subtraction. EXISTING highest existing grade adjacent to the DITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). (BASED ON of s�ab and the highest existing EQUAIS Defined building height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building height Shoreland D1s4rict MCWD Fermit a�erage �akeshore Setback g�uff k f�et? �Yes � No Permit Number: ��.. O Yes ❑ No N/A O Yes No � N/A—see attached Setback: � Stormwrater f�uality Proposed Existing Hardcover � Overlay District p Harcicover Variance Requirecf CUP Required Tier circle one (/o and sfl % and s �� 0 Yes No � Yes No :` 1 2 3 4 5 � Type(s): Type(s): �.- �� Updated: January 2015 • z:\forms\plan review checklist 2015.docx �"yj[!.'.x,..:T=TM, .-�—m.-7--.�.,-,.v�,_. _"'.'T^'."^^`.'. . . . .. - .. .. . .. ,> ...a.._. .. r . REMARKS (in-house): Fees to be Char ed VES NO Permit �`" Plan Review S�ate Surcharge „�`� Ir�vestigation Fee �"� Se4C—Number of SAC Units d�ya Other(specify) c�" S uare Foota e $per Square Foota e s' Basement X = $ �" 1S�Floor X = $ 2nd FI00� X = $ Garage X = $ Estimated Construction Value: $ ��(��"� Orono Inspections Required Work Requiring Separate Permits Requlred State Ferrnits 0 Site Plumbing � Grading/ Filling 0 Well 0 Silt Fence/ Erosion Control Mechanical � Fire Electrical � Hardcover Resnoval � Septic � Water Connection Footing Fireplace �Sewer Connection Poured Wall 0 Masonry `�Lawn Irrigation �Foundatio� Survey � Mfg. � Landscaping ,�Foundation Waterproofing 0 Other(specify) �; �'Radon Rock Bed �Framing Insulation ; �As-Built Survey � �inal 0 Other(specify) x: REM�iRKS (in-house): �C-�� 5'��`� T�� r; �" `�� G� f�� L G122� �l � � Other Revie�ne: Reviewed by: Date Approvec(: Access: Existing: � YES � NO New: ❑ YES � NO OFFICIAL RE(lIIBAFtKS �TO BE NOTED ON PEFZMIT AND INITIALLED � Updated: January 2015 z:\forms\plan review checklist 2015.docx ^___ _��, � . CITY OF ORONO � � , , BUILDING PERMIT APPLICATION �� FOR NEW STRUCTURES OR ADDITIONS � Ooagg �O A „O Mailing Address: `� �� 1�� PO Box 66 Permit number: Crystal Bay, MN 55323-0066 Date received: �j y � Street Address:' Received by: � F ti 2750 Kelley Parkway �qk�.S�o�,�.L Orono, MN 55356 Plan reviewfee: ! ? . C�lS- OG�B' Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �5 This application form must be completed in full and all required information must b submitted. �� Incomplete applications will be returned. (Please print) GENERAL INFORMATION: �a��t Job Site Address: �D/ s� � �� C� �. v �/��T.�o..-, Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes ❑ No lf yes, a specia/event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required un/ess applicant demonst�ates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT I MATION: Name: - � t State License# � p Expiration Date: 3 3 Phone: cell - - S office S .s-OS 3 Mailing Address: Cit � „�,,,.�T,_?,,� ZIP: S' Contact Person: cl�w•��T<<c s Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: cl,� �' u:LD�ti s , o�.•�, PROPERTY OWNER INFORMATION: Name: �To,,,� 6,d�,a D� v CL Phone (day): QS 2 ^ S S�.�'- G s S�3. Address: Email and/or Fax �T� � � r Q, Gyao ,� y �� City: a.'�� Twrr..ziP: ss 3 y3, -� d. ARCHITECT I ENGINEER INFORMATION: Name: ^ Phone (day): �. - g u . Q Address: // Cit : ,�,,..� Email and/or Fax: Q Tv..,t.rZl P: j' ,3 y �L � w 3 . w�-� PROJECT INFORMATION: Description of project: 1. Type 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 hed arage ❑ Office/Commercial ❑ Other: (specify) ❑ Private Sewer ulti le Famil /Condo ❑ Warehouse ❑ Public ❑ Storage Public Water '''`Any earth movement may also 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) $ �� Q d Q Q . , STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2. Type of Construction � a. Length (ft.)= � Number of bedrooms=� � Wood/Frame b. Width (ft.)= �_ Number of garage stalls: ❑ Masonry Areas in square feet Attached =� ❑ Metal ❑ Pole Bldg. c. Basement= 4 Detached= 2. ��L ❑ ICF d. 15�Story = l °p O O ❑ On-site Prefab e. 2"d StOry= ❑ Off-site Prefab f. '/2 Story = �� ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos d Applicable ❑ 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 ❑ Hardcover Calculation s ❑ Ca'� Septic S stem Site Evaluation Report ❑ �'' Access Permit ❑ Wetland Buffer Im rovement Plan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a femporary 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: .S� Owner's Signature: Date: Christine Mattson Fro�n: Rose Anna Bradford [roseanna.bradford@gmail.com] Sent: Thursday, April 16, 2015 5:27 PM To: Christine Mattson Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review Christine and Mike, This is a follow up to the voice mail message I left this morning regarding the Association approving Wooddale Builder's two plans for a 3 unit and a 2 unit rambler on Bridgewater Drive. The plans were approved with one exception regarding the material to be used on the roof. The Community is requiring Wooddale use GAF Timberline shingles. Steve Schwieters of Wooddale Builders told me on the phone this morning that they will be using that product. The product shown on the plans was a mistake. Thank you for your support of our Community. Rose Anna Bradford 612 201 3591 From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Tuesday, April 07, 2015 1:00 PM To: 'roseanna.bradford' Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review Thank you very much. We will talk to you next week. Christine� From: roseanna.bradford [mailto:roseanna.bradford@gmail.com] Sent: Tuesday, April 07, 2015 12:54 PM To: Christine Mattson Cc: Mike Gaffron Subject: RE: Wooddale Builders plans FW: Stonebay architectural review No it has not. Due to people traveling the meeting is scheduled for next week. Rose Anna Bradford Sent from Samsung Mobile Christine Mattson<CMattson(a�ci.orono.mn.us> wrote: Good Morning Rose Anna, i Permit Appli�ation: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. �4� Completed Application � ,�'�� Plan Review Fee Paid ; ��-�� Signed Escrow Agreement & Escrow Payment �' �� Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & �` meeting all requirements x2 ; �, z Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating /l ti� the proposed project does not trigger their permitting � requirements). I will contact the MCWD at 952-471-0590 regardin is proj . , � Signed by: �� Address: 7(0 � ��,t�E�w��n,� �r�i�'i, ,CJ r�., o , ►'f'l t�0 Permit #: � h�� `� � New Construction Ener Code Com liance Certificate ��,��_..�� 9Y P - Per NI101.8 Building CertificaCe.A building ceRificate shall be posted in a permanently visible location inside Date Certiticate Posted tlie building. Tlie certificate shall be completed by the builder and sliall list information and values of components listed in Table N1101.8. P�QCe yOUr Mailing Address of the Dwelling or Dwelling Unit ��ty logo here 761 Bridgewater Drive Orono Name of Residential Contractor MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply )( Passive(No Fan) o a� c a. �, Active(With fan and monometer or � � F" � >, other system monitoring device) iC c� C ^ � a y 0 0. 3 y �j — o � �v °' r'' o `tl b U D �o c � � 0� W a� � � �, U � _ � y ^ � � w K � Insulation Location � � o � � U o � W � � b b �° a c °' °' c�c c�a G on on H � Z w u. w w° � rx a: Other Please Describe Here Below Entire Slab X Foundat�o�Wall R-10 X Inside- 1 1/2"Thermax Perimeter of Slab on Grade X Rim Joist(Foundation) R-10 X Spray Foam Rim Joist(ls�Floor+) X Wall R-19 X Ceiling,flat R-44 X Ceiling,vaulted R-44 X Bay Windows or cantilevered areas R-38 X AISo 3/4" Foam beloW Bonus room over garage X Describe other insulated areas Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 031 X Not applicable;all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 038 R-value=R-8 MECHANICAL SYSTEMS Make-up Air Seleet a Type Applianees Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural Gas Electric Electric Pass��e Manufacturer Rheem Rheem Rheem Powered Interlocked with e�aust device. Model R92PA0701317MSA 82V5�-2 13AJN30A01 Describe: InpLit�n 70,000 Capacity in so Output in 2.5 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 53,538 Heat 27,890 Location of duct or system: Structure's Calculated G� AFUE or 92 SEER: 13 xsi>r i Calculated 27,400 Efficienc cooling load: Cfm'S "round duct OR Mechanical Ventilafion System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Seleet a Type source heat pump with gas back-up furnace): X Not required per mech.code SeLect Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: X Continuous e�austing fan(s)rated capacity in cfms: 130 cfm 2 speed Location of fan(s),describe: Bathroom Cfin's Capacity continuous ventilation rate in cfms: 66 "round duct OR Total ventilarion(intermittent+continuous)rate in cfins: 132 "metal duct Created by BAM version 052009 01!21 t2015 09:51 Riccar Heatin� �A?�)763 754 p132 P.002l015 P�,ge 1 Resldentlal Heafi La��a�1d Heat Gain Calculatlon 1/21/2015 In accordance with�1CCA�lanual J Repart Prepared By: Rlaaar Heating &Alr Cot�ditioning Far: Waoddale Stonebay Fiogan 761 Bridgewater Dr. Ivft end unit Orona, MN Des(gn Conditlons: M1nne�polis/St. Paul fndoor: Outdoar: Summer temperature: 75 Summer temperaEure; B6 Wintsr temperature: 70 Winter temperature: -15 Relative hurnidity: 55 Summer grains of moisture: 98 Dafly temperature rangeiU4edlum Building Compvnent Senslble La#ent Tat�l Total �aln �ain Heat Gain Heat Lo�s (BTUH) (B7UW) (BTUH) (sTUM) Whole N�ouse 3,600 �q.ft. 24,T20 3,170 27,890 5$,538 easement 8,$04 737 7,541 22,771 All Ro�ms 1,80Q sq.ft_---�8,804 �..�__. ,,�..737 __ 7,541 __22,777 Infiltration 574 737 1,319 5,63Q -----..........:__..___.__ _-.._ . __ Floor 1,800 sq.ft. Q p , ._------.-- 0 _ 3,672 W Wall 2fi6.8 sq.ft. 2B8 0 .. 268� 1,371 Window �48.8 sq.ft, 859 -~ � 0 859 �. ��, 1,497 Window(2) _. .�. ._26.7 sq.ft. 9,G71 Q 1,671 $19 - - ----- ----------- ---�. ..._........----�----�----- Glassdoor 54.7 sq.ft. __ 963 ` 0 963 __ 1,678 N Wall 55E3.5 sq.ft. 554 0 554..r,,,,��, 2,838 E Wall Below�r..��_.,..� 399 sq.t'#. �----------� ------ � -----1,458 S Wall BelowGr 168 sq.f#. 0 0 0� _ 728 ------�--,.._.-�.,...�--------- -_..__�_ S Wall 282.6 sq.ft. 281 Q 281 � 1,441 .,.,�._....._.._�._. -._....�. Windaw 18.7 sq.ft, 572 q 572 574 -- �----�--------.�-_...._...___..._..._.... .----------------- Wlndaw{2) 18.7 sQ_�'----•--.. ._ �.._,,.,572w----- � 572 _._, 874 Windaw(3) 'i6 sq.ft �90 U --- 490�^_ 4S1 �irst Floor �� 17,916 2,�433 20,349 30,767 _- ----�------ -------�------ ---�----.....--�--_ ....-�----- - All Rooms _ 1,804 sq.ft. _ 17,916 �� 2,433 _20,349 30,767 Infiltratian 998M 1,2$� 2,282 9,798 ---._._..__._._...----------- ------------._,._ People 5 1,5QQ _ _i,150 2,650 0 - ---- - --- ........-�-------------..-._. Miscellaneous ---. . ..w... ._____��1,20Q 0 1,200 �--� 0 Flaor 1,8�0 sq.ft. � _�____.�_._..... ._... , � -- Q -..---------�� -- �-- W Wall 155.5 sq.ft. 155 0 155 793 01121l2415 09:52 Riccar Heating �A]�}763 75A 0132 P.003l415 . Page 2 Wooddale Stonebay Mogan 1/21l2Q�5 Butiding Component Sensible Latent 7atal Totai Gain Galn Haat Caln Heat Lass {BTUH) (BTUH) (BTUH) (BTUH� Window 14 sq,ft. 876 0 876 430 •---...,,...----------__-------._....--�------�-- --------•-- Window(2) 52 sq_f� 3,255 0 3,255 1,59B window{3) 42.5 sq.ft. 2,680 _.---.__,,.,,.,o...,....._,_---2.660 1,304 ----- _ -----��---------....---.. ---------------..-----�-- Window(4} 14 sq.ft. 876 0 876-------- 430 Glassdoor 64 Sq,ft. ------- 1,128 -- o ---- 1,128 . _._.. 1,984 — -._._.........m,.,.,.....,._.�------ ----•— N Wail 477 sq.ft. 475 Q 475 2,433 ---�-- ------.. ------------ --------------- -- E Wall 248 sq.ft. 247 0 247 1,265 W(ndaw.___,.._..�.__.��_.8 sq.ft. 141 -- D ---..�___-�•-141.�,.....�— 245 — --�-----�-------,._.......-�---� ----�— Wi�dow(2) 42 sq.ft. 739 0 739 9,289 --------. . . ._. _.._ _..---�---- --------------..._ _. . .— door 20 sq,ft. 196 Q 196 1,Od3 Door(Z).�..�---- 24 sq.ft. 235 0 ----..^_..."..�..235------- 1,204 S Wall �435.5 sq.ft. — --434--- LL -�---- � -------43� .. _.2,221 -----�---- ---- ... _.._--�---------- -------- -----------.... --- Window 13.5 sq,ft. 413 0 413 414 .,.,.�.,,,..�.,.�,..�..��.��.�..__._— ---�-----�---.... Wind�w(2) 28 5q.ft. 857 0 ..*.�857 ---- 859 Ceiling 1,8(30 sq.ft. - --- 1,532 �. -- a-- 1,532 �---� 3,51�$ Whole Hous� 3,BOQ sq.ft. 24,72D 3,170 27,$90 53,538 ��,, �,o�-?�3 6��' �� X'�� /�� y�I —,� HVAC-Calc Resldential 4,0 by HVAC Gomputer Systems Ltd. 888 736-1101 LoeA calwlatioru ero e�timeto-a anly,ectunl loeds mey very tl�e to wealfl�t�nd construdlat dMfaroncaa. + . ��i� �Yr�� L� 2015 Standardi=ed Goncrete Foundat�on Drawin�s SCOPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation,flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2015. The drawings are to only be used by the contractor noted below or his authorized sub-contractorslclients. These drawings are to be provided to the building inspection department as part of the permit package. 1HQEX� S1 -Scope, Index, and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Neight Wall Detail �� Rei�orcing 3teel:Grade 40 (40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 4000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Beckflll Soil: Sand-30 psflft effective lateral pressure Sandy Clay(SC)-45 psflft effective laterai pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or SITE ADDRE88' report was prepared by me or under my direct Supervision and that I am a duly licensed professional engineer under the laws of the state Street: of Minnesota. City: �_---,---� State: MN Zlp: Craig Oswell,PE(MN#42341) 1/24120'I 5 Oswell En�in�eMnp aRd Conwltln�.L.I.C. 1901 E H�nnepM Aw.�201 _�,�� .�'=-}' :% . Project Name: 2015 Standardized Concrete Foundation Drawings Mf��apolla,MN 66413 ��• Description: Scope of Work,Index,and Certification Pho�r 8�Z-720-483� ,,;�? 't ProjeCt# 14.100 Fax:8�2-S88-Z�66 y `t Client Name: Manor Concrete Construction, Inc.____ w�•�w��•� ��`.• ' + Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 .R.��•.`.•;, . �%�.� .' OENERAL NOTE� 1. Wall thicknesses noted are nominal unless specifically stated othervvise. 2. Maximum wall to footing center{ine offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar faps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"mi�imum cover is provided. 6. Allowable bar placement tolerance is 1l2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Wai1s less than 24"in length require only one anchor. Sill plates are not to overhang face of wall without further review. 9. Anchor bolts 1l2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 1'f. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. '13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete sUength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. COL�VIfEATHER(3UIDELINES; The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required,however it is to be free of frost,snow,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. �swaQ Enpin�iny a�d Consuftiny.L.L.C. 1901 E H�nnapin Ave,*201 .".,>x`: '�-'� " =� - P�oject Name: 2015 Standardized Concrete Foundation Drawings Mfnn�apolis.MN 6b413 ';` Description: General Notes phonr 8�2"�ZO-4838 ,;-: �_+4 Project# 14.100 Fax:e�Z"888"29d8 r� 1� ♦�� '� Client Name: Manor Concrete Construction,lnc._ w�•��•� Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S2 of S6 ,r:. ,' `'t--J. - 1/24/2015 Adjacent steps are to be placed no closer to either side of the beam section than twice 6'-0"maximum ste the height of the largest step (beam section) Optional control joint each end of beam section by others (2)bundled#4 horizontal bars � � top&bottom wl 3"min , , clearance extended at least � Maximum applied I 24"minimum beyond each end � � � of beam section(bar length= �actual load=4000 plf i � step height+4') • � unfform or 12,000 , � j pound concentrated � N 6"minimum thick cast-in-place � � concrete foundation wali � � � HIOH FOOTINO I �------- i i i i i i � High footing should be placed �i� at 1-to-1 (45 degree)line,if LOW FOOTINO �� high footing is closer to step � than this line,place beam section reba�as if it was at this line as shown FOOTING 3TEP DETAIL Oswell EnpfnN�i�p and Conaultin�.L.I.C. 1901 E HennepM Ave,�201 i.•" . ; ':%. Project Name: 2015 Standardized Concrete Foundation Drawings MIr1lNapoib.MN S541S ';� Description: Step Footing Detail(NOT TO SCALE) Plfont:812-720�4d.g9 , �� Project# 14.100 Fax:a12-A�6�2N8 ' '' y�, Client Name: Manor Concrete Construction,Inc. www.oswNl�o.com ,'` Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 .'�}• `:, �l2412015 Wall framing by others Sill plate by others wl 1/2" diameter anchor bolts wl 7" - minimum embed&standard washers @ 72"o.c.max or Optional slab ledge,maximurn,_ equivalent metal strap anchors stem height is 12"wl width to � match sill plate Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar w/in 18"of top of wall 6"minimum thick cast-in-place concrete wall #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed `_�--Unreinforced concrete st�ip footing per Code by others, provide frost protection per Code as required WALKOUT/ SIAB-ON-GRADE FROST WALI. OETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall OsvwO En�fne��fnq and Ca►suKk�g,L.LC. 1901 E Fl�rxKpin Ave.�201 ,{.,� ��= -'-:,. Project Name: 2015 Standardized Concrete Foundation Drawinqs Mlr�epolb,MN 55415 � Description: Frost Wall Detail{NOT TO SCALE) PhoM:8�2-720-�839 ;_ � Project# 14.100 Fex:812-88&2988 ', �'� .�: Client Name: Manor Concrete Construction,Inc. www•osw��Nc•com * . ' Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S4 of S6 �''' ' .�.�t. .' 1l2412U15 Wall framing by others Sill plate by others wl 1/2" ,.-� diameter anchor bolts w/7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors Grade to be at least 6"below top of wall (1)#4continuous horizontal bar wlin 18"of top of wall � 6"minimum thick cast-in-place = concrete wall � N #4 x 2'-0"long centered doweis w/5"minimum embed wet set o�epoxy grouted in Footing elevation may vary below place slab,provide frost protection per 8'wall soacina: Code 36"o.c.max for sand,30"o.c. 8"thick x�6"wide minimum max for SC,&24"o.c.max for unreinforced concrete strip clay footing,larger footing width may 8�+waN�� be required for specific soil 48"o.c.max for sand,42"o.c. bearing conditions to be max for SC,&36"o.c.max for determined per Code by others clay �OQKQUT WALI. DETAIL Osvwp Engln�ering and Consuftlnp.L.L.C. 1901 E Henn�pM Aw.�201 ;�•� =•r'';;. Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolb,MN'55418 .*, ;� Description: Lookout Wall Detail(NOT TO SCALE) PhotN:812-720-4839 �� ',� ��. Project# 14.100 Fax:812-a88-2988 ' .':' ? C�ient Name: Manor Concrete Construction,Inc. �w•�w��•� �' Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 -'�',` '" :c•�'. 112412015 f.Wood floor&wall framing by others --�^�/` Connection of floor members to sill plate to be per Code by others 2x6 minimum sill plate w/1/2"diameter anchor bolts wl 7"minimum embed&2" wide x 1/8"thick square or round „..„ , countersunk washers or alternative anchor(Anchor bolt clearance between edge of both wall and sill plate is to be �2.5")(see table below for spacing) Grade to be at least 6"below top of wall � Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6"thick&no more than 16"high y /Continuous#4 horizontal bars,provide � �/ at least(2)@ 8'-0"clear,(3)@ 8'-8" � clear,&(4)@ 9'-8"clear,At contractor's � option: The lowest wall horizontal bar � may be omitted if(2)#4 continuous U horizontal bars are placed in the footing Cast-in-place concrete foundation wall wl#6 or equivalent vertical bars placed 1.5"from inside face,see table below for spacing #4 x 2'-0"long dowels @ 72"o.c.max w/ 5"minimum embed Unreinforced concrete strip footing per Code by others,elevation below slab may vary as required BASEME�VT WAIL OETAIL Clear Hei ht and Soil T e Wall 8'or Less 8'-e" 9'-8" Thicknese 8��d C Cla S�nd C Cla 3and SC la Vertical Rebar 3 acln 8" NA NA NA NA NA 40" NA 36" 28" 1O" NA NA NA NA NA NA NA NA 36" 12" NA NA NA NA NA NA NA NA NA 3i11 Anohor 3 acin Bolts 72" 72" 48�� 2" 60�� 36�� 2,• 3g,� 24�• Oawell Engineering and Conaulting,L.L.C. 1901 E Hennepin Ave,�M201 ,'a,•�' �=.> :- Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolia,MN 55413 *� � Description: Full Height Wall Detail(NOTTO SCALE� Phone:812-720-4639 ,�• �� .,-, ��. Project# 14.100 Fax:812-888-2988 's �'�' Client Name: Manor Concrete Construction,Inc, www.oswellec.com Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S6 of S6 ,�r�``;`• ,t.-:r. . 1f24120�5 .��_.'!ys`dti�.11.4v.:dT• . :`.. E1. . :. . . � . . � - � �T ,� ., n . � t ' . q � •��1` { .� �l'�`'l. w..�a . .'�t. �..t .;j.r `l. !1 3.� � � OVN�.$4'._ ' b�sY." t v�i'f . � , - . , .,�., a.'+a ..:5- . , ... . .... . . .. �t�5:.. _.. .1 . ,��. ., . . .. • 7 � � � � � Page of —� , �.,,.� '"" " �' ' Additional Explanations of Daily Events Project No: Date: Report No: Project Name: Project Location: Client: Temp/Weather: Project Manager: __ Time Arrived: _ Departed:! _ � - �a Performed By: Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. \ Lot 4-5, Block 1 , STONEBAY SEVENTH ADDITION � � � \02�9 � Lowest allowable floor elevation : 1021.5 according to the recorded plat thereof Hennepin County, Minnesota -k10Z,6 3--+ Address: 761 & 763 Bridgewater Drive, Orono, Minnesota ,,�l 5 House elevations (Proposed) / as-bu�it � 1p2,. ��' �11��9• Lowest Floor Elevation :(1021.5) / 1021.4 � � ��'� X x�022.^ r�'�\ ,oz�^ Top Of Foundation Elev. :(1030.2) / 1030.0 � � q �� X�oZp3 �p2`? C, � I j02�� Garage Slab Elev. @ Door �(1029.5) � 1029.0 Lip � � o M M � \ � N ` yed �� \ I � � � � � � ,o,go X�p2�? \`� Qt��O ye \�i', X�OZgO �� ,02,8 ,02�6 ■��■ Denotes retaining wall designed and built by others. r�' � H+-� Q � LL i "I"'1 � � X��y7� ��\ �� 02�9�❑,•, �p2'l.� , � Denotes proposed rock construction entrance � U Y � � 10�. O � y C 5 �-'�g6 � /�l ,.� � -' ❑ X��6 �\\ / X A O � ,02�0 /�' � � Deno tes conserva tion pos t � � � � M 1 A � �,R C ��' �� X�� p2�6 �•' �O � X 000.00 Denotes existing elevation � � � ,Nr, � O `� a� �•�o�g5 �� \ �� `OZ69 �� /O/� ( D00.00 ) Denotes proposed elevation U �• � / ,�Zo a � 02�2 S ` 'j^/�` � Denotes drainage flow direction }!� �"� C \. \\ X ' � 1% Q4 \ /' � Denotes spike .� G ��. \ �� Cj. ° •�• �j '`�J� ••••••••• Denotes erosion control � \ \ // ' \ ••• 7 �� - 6 • 10�66 �6 n� � �02�5 ed �02�.2 • ,p269 �� ^� X,�` • �,\ � , p5 VJ x�o,�4 �; S .. , 6° ° `"oy-� X .� ,oz��'• 6i Lot area #4 = 5795 SF � pr P > . ��e � ;;• X,p2o5 ,.�\\ O � o 0 29��JO - 1021oZ63 O House area = 2423 SF �� . � __,-- 43. � �1� o �� Porch area = 261 SF \ �• j • 25' \ �'"�� -' � / ,oz6? � Sidewalk area = 13 SF �: �� • / 4� � , 1 � , o �• 2 � Driveway area = 280 SF \ �. 14� p� �� \ \ ;:,p2o o SS � N �, ,026o Total Impervious Area = 2977 SF � � c,� Impervious Coverage = 51.4% z o2a o \ o o �� o o/ �o, �'� 1 � , • �.�°,�� 4'0 -�`�.a � ° � �A �, \ ,o��? �: �� , p �� ,02�a �' J LPot area #5 = 6028 SF 10� � / � . x�0,6' 4 � aN '� �� \ •' � - i Z.o� House area 2376 SF 3 . �.'. �� c_,� "p � ��,� / / so 9•�% X��+s5��6.4 � orch area 260 SF Ca �'• �� w ��o� / p �J � ProP°5e c� '°26 Sidewalk area = 5 SF - Wetland setback ��. w ti = � �o• �� `��eW�� Driveway area = 245 SF = � o �'. ��' „ �6•� 5�.5 �` � • �_ � m o � Total Impervious Area = 2886 SF 1i r N �•F� ,� r, o O9 � �' 0 29 5� •.r, Impervious Coverage = 47.9% b�,:�o 0 � 1�J � ��0 �� ... �9 � - _ _ �n � � i E v x� X •� • 'W -n� S,O�� 2�0 ��• a`Q'`� � f� \ `p�gS '.� � 'W � � c.0�� J ` a. � 10250 1026� _�'�'_, � �k �p16� •�'. i � 'S�G \ G� W � .'c� � o � � X �0�� h 0 6� �,o � o o �� :�• _�� o,v Benchmark: 5? o •• ��. "�� N �� a '� �o ^ N O � �=��;v 0. C� To p Nut H ydrant O p posite \ RO ��,, ��' �� 5 � a� °� � �� 0 1� �D � a \. 1025" Lot 3, Block 1, on Bridgewater Drive. ��• '0'6� ?''• '� N � � o � � i ��• J � El ev a tion =1030.30 I SR�� o�s?X ��:�., �o 0 4.0 �`�'' 25�� \. � � � �02p 8 1025� �� o �� v. o � q2.5 t) ,ozos a� " � � s� .\��:. %.. � ,� .• :i'�•/ �p1"j5 1p25, � � o0 00 �-�, L�InstalltrockN�onstruction entrance. � • S �•., N ,o - � 1O ••% �. x 2 �� °65 3 � _ �� c ? �p163 �!. o � _� .•.�. 2. Install silt fence as needed for erosion control. X X �'��:,� � `�� ' •�.' 4 ,0,9 ,oB�,',,�� ,o� •� ` ��•°°-, 3. Sidewalks shall drain away from house a � • ,�.y��'�'�� 020 �o�� 6 `� • •• 3 ,6� � ',. o, g2 �` � ¢ � � > minimum of 1.0%. • '0 � �N��r,�. ;°�:yc•'yss� a, . � � a u; � 4. Contractor must verify driveway design. 9 � p�' �•�,, x �'�.+='�"'�� - x �� o � � 5. Contractor must verif y service elevation prior to 9 • ,`1' � 10'9a � x��9� `�195 X�� /x e •N = �Q �p19� �p�9. COfISt!"LJCtIOII. `�� / X�O�g'6 ' �ttC • �/� v: 6. Add or remove foundation ledge as required. \ 4 X,o,62 N77X��5 G x'°'6' x�o5, �REVISED 5/4/15 FOUNDATION AS-BUILT �v ' WETLAN D ,0�6. , � General Notes: \ X�o�Sa x�o�5 � We hereby certify to Wooddale Builders that this survey, plan or � � 1. Grading plan by Landform last dated 4/17/07 was used to determine proposed \ - • � report was prepared by me or under my direct supervision and r T � - elevations shown herein. � � ' that I am a duly licensed Land Surveyor under the laws of the �� y .- „ 2. This survey does not purport to show improvements or encroachments, except as • � � State of Minnesota, dated 01/20/15. � Z � �� shown, as surveyed by me or under my direct supervision. �� 5 � $ 3. Proposed building dimensions shown are for horizontal location of structures on � � o ; z �; the lot only. Contact builder prior to construction for approved construction plans. Edge of wetland �� Signed: Pioneer Engineering, P.A. � Q � � 4. No specific soils investigation has been performed on this lot by the surveyor. The � 1 v � c suitability of soils to support the specific house proposed is not the responsibility of / W G •� c the surveyor. BY� �� z �2 a 5. This certificate does not purport to show easements other than those shown on Peter J. Hawkinson, Professional Land Surveyor M�'1 � ry o c the recorded plat. SCCIIe: 1" = 20� Minnesota License No. 42299 a N �6c � 6. Bearings shown are based on an assumed datum. email-phawkinson�pioneereng.com � � � � C ��' ��.� �ivG ��5 �� l ��MllJIJ/�-��v►�- �f, - �t �'�1 <<� � CALL N � ��-� CITY�F�R�N�— E�i INSPECTION NOTICE �CHEDULED �1–a�/S i� PERMIT NO. aO�S��v COMPLETED ADDRESS 7�� /}.{G( SG /.��–e/Z� �{�G li`-�f � OWNER T EPHONE NO. �� CONTRACTOR �; DESCRIPTION w[l�/�/ ��/�,YLI'X� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULAT�ON ❑ 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q � 2 W � W � j GW ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CO RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in adv (952) 249-46�� OwnerfContractor on site: Inspector. White Copyllnspector's Fil Canary CopyfSite Notiee DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. a6lb'��g COMPLEfED �^ ADDRESS 7( � ��`��ek��-� �� OWNER TELEPHONE NO. CONTRACTOR ��' 4�p ��/'S - � � DESCRIPTION �d��'� l��A@fiING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO Y � COMMENTS: P•�o�'��, C'o � � ✓o l ��bv�D � W a 0 5 e��s- �vw S�.v�v�S .5�� /-�,r,,,,c y _ ,�.- �,�,� - W ' ' Q SQ�I< ' Cs�iv — K ' O K -�(s po�c� �u�t5 a-� �.s.'�� o�y z _ ` r W � ��C�dt�d� ��tG �/�js�/�C�/�' C�.sd/�S Tar a � �e�k ��s S - � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � �SRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN iNSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952 j 249-4600 OwnerfContractor on site: Inspector. ��r� �--- White Copyllnspector's File Canary CopyfSite Notice � � � - DATE TI E CITY OF ORONO CALLED IN ��17� INSPECTION NOTICE ��s CHEDULED — �� PERMIT NO. a � a MPLETE� ADDRESS 7 l � � OWNER TEL H NE NO. ��°��O-��O�J' CONTRACTOR C� a _ , � .��r�v _ / , , V�•i � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAI ❑ 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 4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � J O � � O � W � Q � 2 W � W � J d W RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING 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. 952) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSlte Notice �_ � S� i DATE TIME� CITY OF ORONO CALLED IN f L— � !� INSPECTION N TIC � CHEDULED /� - 3(L1 �J� PERMIT NO. oMP� � ADDRESS OWNER T LE �F O ��a —��D / CONTRACTOR � DESCRIPTION � l� ❑ FOOTING ❑ DEMO-FINA ❑ SEPTIC FIN Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � � � d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ ORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite otice - � / � � DATE TIM CITY OF ORONO CALLED IN "17� INSPECTION NOTICE �HEDULED //—aS- � • PERMIT NO. S� COMPLETED ADDRESS / � OWNER LEP '!��f�N�O. � "� �U✓ CONTRACTOR � � ��Gr/LlJ. �; DESCRIPTION � y � w��C�� 4� ❑ FOOTING ❑ DEMO-FIN ❑ 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 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �� l�l�.F/Yt_ ��t-1�1/'e(�1 �DY�. �<< <S W � � J O � � O � W � Q � 2 W � W � J d W RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho rs in advance. 952) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notiee � � E s TIME � CITY OF ORONO CALLED IN '�" INSPECTION TICE SCHEDULED —� �-' !n PERMIT N -�S�G� COMPLFTED ADDRESS � ��- OWNER TEL PHONE N� 7�� CONTRACTOR � DESCRIPTION J�� ty ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � J O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT VYORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WfORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CObERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52�i249-46�� OwnerlConVactor on site: ,'' � , ,. �-� � v � Inspector: �� .�' ' White CopyAnspector's File � Cenary CopylSite Notice �� F a- DATE TIME � CITY OF ORONO CALLED IN �-' 02� INSPECTION NOTICE �-/ SCHEDULED S � �.'f�U PERMiT NO. �U1S-DU��a COMPLETED ADDRESS � OWNER EPHONE NO. � �7 s� CONTRACTOR � �; DESCRIPTION ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � j d W ❑ RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ O RECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ RRECT 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. Call forthe next inspection 24 hours in � (952) 249-46�0 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice �2��f `�� v DATE. TIME � CITY OF ORONO LLED IN . � INSPECTION NOTICE 'SCHEDULED _�� PERMIT NO.�{�L S�� COMPLEfED , ADDRESS ��I ��1.��C�C-�c�Cc�`�fL ��. OWNER TELEPHO E NO. a�`� CONTRACTOR /V��a�- � � DESCRIPTION �� a--< < �-�� • 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/FIRE�LACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ S TIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � J O � � O � W � Q � 2 W � W � � d W RKSATISFACTORY:PROCEED G PROJECT COMPLETE � ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WOFiK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 urs in advance. 9 `�49-46�� OwnerlContractor on site: ' ' i Inspector. White Copyllnspector's Flle '"" � Canary CopylSite Notice DATE TIME� CPTY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ZGICi � �O�i��S COMPLETED r � � � ADDRESS �I �C � �f � (%�-L1�U� �� V• OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ��1i1��C�~ �- `�-�"'� � � 4J ❑ 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 ❑ 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 OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a o �� '' � � '�'1 I Y � � 0 � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING 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 for the next inspection 24 hours in advance. (952) 249-4f)0� OwnerlContractor on site: Inspector. �J��L,:�irt"i"C.`v�_ �(�,G'� White Copyllnspector's File Canary CopylSlte Notice Cdr/1 DA E IME ° CITY.OF ORONO �eo iN ' INSPECTION NOTIC �CHEDULED !S l0.•PZ� PERMIT N � �D� o e MPLETED ` ADDRESS 7 � L OWNER EPH� 2 7 -�v�7 CONTRACTOR (.�� j DESCRIPTION v v ��i1 N � ly ❑ FOOTING ❑ DEMO-FINAL S TIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI E CAV/GRADING/FILLING y �.OUNDATION WATERPROOF ❑ PLUMBING FINAL TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERiCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a ��s�KG�lL�il��+�1. k..�2L�Cr 7jd , �s `F ��'c�• ' �� '� GG�.�v '�*�G [��l e�J�'tGrfol �b � ��'ca�,rf{e� '' - �:a.s� r�� 1 �'��. �► r d��c:w d;1� 6.�. � o � S,�L � QEn�4 0� ��,q,jf�B.��...; �'Ia Yru��i b� f/t�bl��l-�•,..G zG�r-rcc,,�- .1 IJ� —1t Go�✓ W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � CARRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �COR T WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C ion 24 hours in advance. (g52) 249-4600 Owne�onVacto` site• r`^� Inspecto . � White Copyllnspector's File Canary CopylSite Notice "�O� DATE TIME''. � CITY OF ORONO �Sg CALLED IN �'/.S�s INSPECTION TICE SCHEDULED — � ��"3C7 PERMIT NO.�S OMPLETED �� . "� �' ADDRESS OWNER TELEPHONE NO. � — � CONTRACTOR �� L�� ; DESCRIPTION �/ � �1 ly ❑ FOOTING ❑ DE -FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ iNSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O �. � O � � W � Q � 2 W � W � � d W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS_ � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in adv . 9 ) 249-46�� OwnerlConVactor on site: � i Inspector. White Copyllnspector's File Canary Copy/Site Notice � a' \,� , / �- D TE TIME CITY OF ORONO CALLED IN - - � INSPECTION NOT�E�g C/ SCHEDULED � '!D-6� ��_ PERMIT NO � COMPLEfED ADDRESS 7 �� OWNER ELEP E O. � �a7O'��/ CONTRACTOR �� DESCRIPTION �� v -G�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAI 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 i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNER/CONTRACTOFi TO MEET YOU:_YES_NO c�., COMMENTS: �l�- F�/.�L � �� $ y�b � (��v�id e n. E'�� .Pe ��aN�G .t, � �� u�n��c � o , _ � � e✓�a r �r¢�b•s � -3 G�N- �i ✓ C�T / '" � r U,�r� �� 5�� z � o� c��K 2 �f � � "�" �j � W ' I/ � jGQ t M'�G t -1- CG��/ �✓ /'�•�rL,7��.�Y'li W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � 0 CORHECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP OfiDER POSTED.CALL INSPECTOR �CITATION ISSUED �$PECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: , Inspector. ��I� � White Copyllnspector's File Canary CopylSite Notiee � 2, �-�� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE . scHe�u�e� � C-1 PERMIT NO. o�C'�S��CC�� coMP�Ere� ADDRESS � C� � ��C�(�.(��1,�_��L---� OWNER TELEPHONE NO. �' ��' a�� I�C� CONTRACTOR ��-�� - J � DESCRIPTION ��u ` `-�- ��:�-��1 "�� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �{'��'� m Q ❑ POURED W LL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUND ION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL �/ Z ❑ RAD SLAB ❑ MECHANICAL RI ❑ SITE INSPECTIOfY�� Q ❑ F MING ❑ MECHANICAL FINAL ❑ RATED WALLS �r �� ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � �v J FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W UILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑�TIC INSTALL Q OWNERICOMRACTOR TO MEET YOU: YES_NO v�i COMMENTS: G-'� � W a � J O � a� O � W 2 Q � 2 W � W � - ,� � � d � ❑WORKSATISFACTORY:PROCEED 4 PROJECT OMPLEfE W ❑CORRECT WORK&PROCEED �I E ERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in advance. 9 � 2 9-46QQ OwnerlContractor on site: Inspector. White Copyllnspecto�'s File Canary CopylSite Notice _ /l�� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,/ SCHEDULED `5 � �I ti� PERMIT NO. �--�I c O��S 0 COMPLETED ADDRESS `�11'_� 131 ��,�'��fti'' r i V OWNER TELEPHONE NO. CONTRACTOR �, � DESCRIPTION �� .�l �� J ��. ��1� lt� ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a o �r' �� re �r s ca� : ' � � �- �s •� � 0 � W Q Tv��f' 1�c�s be��t �s _ � z W � W � J � ❑WORKSATISFACTORY:PROCEED //�PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED �o�sSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 OwnerfContra r on site: Inspector. White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Adam Edwards Sent: Monday, August 01, 2016 3:08 PM To: Christine Mattson Subject: RE: STONEBAY SEVENTH ADDITION 4-5/1 grading as-built/761 &763 Bridgewater Dr. Chris, I've reviewed the As built. The as-built appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. Adam From: Christine Mattson Sent: Monday,August 01, 2016 2:28 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: STONEBAY SEVENTH ADDITION 4-5/1 grading as-built/761 &763 Bridgewater Dr. Adam, Electronic copy of the as-built survey attached. Paper copies and files in your inbox. Please review and provide comments. Thank you. From:Sean Walters [mailto:sean@wooddalebuilders.corn] Sent: Monday, August 01, 2016 8:52 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: FW: STONEBAY SEVENTH ADDITION 4-5/1 grading as-built/761 &763 Bridgewater Dr. Here you go Christine> Let me know if this works From: PeterJ. Hawkinson [mailto:phawkinson@pioneeren�.com] Sent: Monday,August 01, 2016 7:01 AM To: Sean Walters<sean@wooddalebuilders.com> Subject: STONEBAY SEVENTH ADDITION 4-5/1 grading as-built/761&763 Bridgewater Dr. i ' �ot�� 4-5, Block 1 , STONEBAY SEVENTH ADDITION Lowest allowable floor elevation : 1021.5 . according to the recorded piat thereof Hennepin County, Minnesota $.., Address: 761 & 763 Bridgewater Drive, Orono, Minnesota House elevations (,ProPosed) / As-bu�it � 11Q�,9�> I Lowest Floor Elevation :(1021.5) � 1021.5 � � Top Of Foundation Elev. :(1030.2) / 1030.0 � v� o I �oZ�, Garage Slab Elev. � Door �(�029.5) � 1029.5 � � � � M N '^ti CV M O� 1028A . -, r/� � � � �se x ioza.i x io2az �0z�.� �/1 � Q ; No X 1028.3 � x ■��uu■ Denoies retaining wall designed and built by others. � z �y ' - 1028.1 � � u � � Graded 702e � � �028.6� � Denotes proposed rock construction entrance � = :d�" 1o2i.8�.• �� X x X 1028.4 1027.2 O `"'� U C � g6 X ,028.�5<' ,oz�.9 ,oz8.4o,oz9.o � RECEIV�i� 4� '� � � � 10�� a25.6 � 10284 X ' � �/ ^ � Denotes conservation post '"� c M YC 1 0 2 8.3 1 0 2 9.0 1 0 2 8.3 � 1027.3� R !�� --� � � � „ � 1023J f �025.b �x X 1028:4 �� RD v� X 000.00 Denotes existing elevation (� N � �oZZ'8 �02a.�X ' 1028.a io28.S �� 026.9 �� /O ( 000.00 ) Denotes proposed elevation H U G a 1 ?0 1 6 c.� � � � � �- - �X 1025.6 X�'102�6 7 '., X 1028.9 \\ �\ + /'� .. l�' � Denotes drainage flow direction r"� � � X iD21.8 102a.t�x �1�Q25�� 103`✓.6 ��029.4 �� ''�" �(/�J_ � Denotes spike ao �y � t 1 1021.4 �� v � � e `-� y "!� pe.s1�t.J�{.)��i.. .� 0. \\ A$ x x...lozz.s �d�a.s �( k��I>�j tiozs.s 6�� 'Cp ia2g.z to27.1 -�� .f1 Denotes eros�on control `�4�-` � \ �.' f�� X ' 1024.3�1 ��1 `029.2 ;'_• .. � `\ 1� \ 1a,�� 1021.6 1022.9 � ♦ �� 1029.2 ' \ ^ ,ozao , ,oz�.z /�` Q� . �r X 1020.8 �j X �� 1024.7�X 1029 4 1029.3 ... \ �` 1$28.6 \� . \ V �ozi.a �� iozs:z 6� 0�`veW°ic129.2 �oze.s Lot area #4 = 5795 SF � x� ��7023.3 �o�� -o� �ozs.3 �1028�1 �ozs.s O House area = 2423 SF \ :� \ 1020.4 1020.9 � ///\ 102L4 ----� X O ��, �� X �oz�.o �� - ' " � q.3�� U" � �oze.a I �az6.� � Porch area = 261 SF \ \� x � �" � � �� oze.s i �� li Sidewalk area = 13 SF . \ 1020.6 1020.8 "1021.3� 1 / iozo.s ^�� 2�• �ozs.s `� � Driveway area = 280 SF �ozo.a � � � • -o o �� o, 8p� �oz6 Z Total Impervious Area = 2977 SF \ x\ x iozo.e ��^ iozia n o� SS/,�1.' W ' � . Impervious Coverage = 51.4� z \ 1020.0 ;�� x 1020.7 �;N O 1021.5 �� X. �/ O, \ 10'18.5 J � � x ioza.z `� o ioz�.z �0 �o � o ,liozs.t� l� T V �oie.a X iozi.o � �oo ��N � �', �, �ozs_z ��`, �` iozr.s, �j Lot area #5 = 6028 SF � \ ,a,�� 4 ,ozas � � �s; � � � � a � � �� i,� �,�o � 6' House area = 2376 SF i m ��' o �0 9. A� x�oz�.z �ozs.z � � � •�\oa�.a Porch area = 260 SF o � � x iozo.o �� w F 2.0 / j,�� r'J o, 'oss�awoY �� '�"�aza.� �x�ov.z Sidewalk area = 5 SF Wetland setback, � � U ioi�.o � �ois.e `L6 �o2o.e � �ozo.� iozi.z % �6��1 �U` o� �� iozs.i \ �oza.s. �`� Driveway area = 245 SF _ _ o ioie.a � x .��ozo.s x '�o�zo.s � �o OC�" / 5�'S „�,o� iozs.s �ozs.z'��oza.o�� ozzz Total Impervious Area = 2886 SF � ^ c m N � _ , X �� 7�"J � °` "' � � �C 1026.8 �oze.z Impervious Coverage = 47.9% _�9�, o N >( � 1019.3 1020.8 1021.2 � ; � / '1028.2 . ❑�y'.5 1019.3 X 1019.9 j� 10 1 1021.2 � S� � 10�.9�5 . � � a � (p � 1017.4 . 1021.0 X � `L`J• i 1029. 1027 2 „ �-�� ' I� \ X \ 1020.3 X . \ -1021,0.-�>E-� ^\ W �/ cDy � 10 .1 / /. 1¢`�U � 3k ion.2 � X iois.t k,�� i02i.o � W � x, � �/ N ,'` / � � � �- ��1020.9 1020.8 �y027.1 �; Q '��N � � W" �`� -1026.2 �;,� �'�� a� � • �/ 1017.0 X 4) 1020.8 x \ ,. I 6 1021.1 �� . ` 4 'O �, ( , 102°,9 - __`T� �� Benchmark: R X � ioi$�. `�"�• �ozo.a_ 'I 4a iozi.i 6��.�o \ � � J ^ Top Nut Hydrant Opposite \ �O� ion.o � ;: � b21.� � �ozi.o � ��z/ / �0 1 � __f�� a � � �, iozo.o i a ,P � / / � io2s,d �oz<.s �oza� Lot 3, Block 1, on Bridgewater Drive. �� on.z � �azo�s x y� N �D � '-� io2i.i . �� i a.e ��- . �2C 1019.3 X � �-� � � � � � YiX = X 102'S.S-'' ��o- �. ,02;.� � �a.z;c,� 25 5, ,oza.s�` .";o2as� Elevation =1030.30 ls � , � �a,o 4.� � � x �� • �o�i s 'f�� A�.\� �.�1019._ �.:\\ 1021.2 j - CP x, � '��-X 1022Fi_ X 1023.1 \ 1025.8 V op p 1017 1 �� C 1019.� '� - ' 1024.7 -� ♦ . 'X 1021.5 \ ^oo � , � �j .. \��:x 1020.2 �\ � � 7021. Q'2•5 1024.� X , �- 11T24.9 ��1� 10�¢2 -- - .7020:8 � ��\ , �a � 1�1.7.41018.1\' 1019.1021.�\ l x021.1 n. O ,_ ^'� X�102 8� ' �l OZ4.4 �� V��x 1021.4 ... �' F � � 1022.8 _ N X . �O .. . T1019.8 � � '-'� v � ' \ � �o O / � I , 1.� � '�� X �� ao , �� y to2a.i � � F .a� a� . , x � � ton.� M��:� � \ '- rozt.r__--.-� _ tozi.3 tozt.e �uNaa� g►� io^�.� x toia.z ' a � ° � r�ia e �• � , _ iozo.5 Q ��a \ 1017.4 X X�1020.5, 1020.5 �- . X 7021.0_- � � � 1021.1 . � a .. , ,�,,azo.3 ` - X,oz,.a ,0,9,� g2 / Q .. 3 WETLAND ,Q io�e� S?r �N � _ iozai _ - ' x iois.� X �1a. � % a u�'. 3 "'9\ rL�' \� 1016.8 � X?02u.a �� . ' � � . X 1017.6 / � 5 \ �/� 1018.4 »�1018.5 •� ��i� X +c � ,a,�.o N7�,24 ,� / � o � REVISED 7/21 /16 GRADING AS-BUILT ,°'6.6 �/ x � . � We hereby certify to Wooddal� Builders that this survey, plan or � � � . � report was prepared by me or under my direct supervision and rT � 3 � that I am a duly licensed Land Surveyor under the laws of the �� General Notes: � � State of Minnesota, dated 01/20/15. � z � G 1. Grading plan by Landform last dated 4/17/07 was used to �� a � a determine proposed elevations shown herein. �.' o „ z � 2. No specific soils investigation has been performed on this lot by - Si ned: Pioneer En ineerin P.A. z � � � the surveyor. The suitability of soils to support the specific house Edge of wetland � 9 9 9� g p N � is not the responsibility of the surveyor. � •i .b4 � 3. this certificate does not purport to show easements other than BY; {� � � °"x � those shown on the recorded plat. Peter J. Hawkinson, Professional Land Surveyor �� Z � o � 4. bearings shown are based on an assumed datum. ^ � �, '� c Scale: 1�� = 20� Minnesota License No. 42299 ema�l-phawkinsonC�pioneereng.com �'i'� � N � C N ��,��jy 2a Is-000g Y �� 11�N V' dc_4a.�11 �(tNl�[