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Home My WebLink About2015-00094 - new structure CITY OF ORONO * Z 0 1 5 — 0 0 0 9 4 * 2750 KELLEY PARKWAY DATE ISSUED: 04/20/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 763 BRIDGEWATER DR PIN : 33-118-23-12-0091 LEGAL DESC : STONEBAY SEVENTH ADDITION : LOT 4 BLOCK 1 PERM�T TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED VALUATION : $ 350,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMB[NG, MECHAN[CAL,SEPTIC,FIREPLACE,WATER CONNECTION,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. INITIAL: NOTE: [N THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(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$10,000 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 6117 BLUE CIRCLE DRIVE MINNETONKA, MN 55343- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires sepazate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced wi[hin 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. '� ��, (��_-�C �Yf l�°�'I �c�, /. C� , -,; Appl cant Permitee Signature Date Issued By Signature Date � � , CITY OF ORONO �c�, 5 J �� 3 BUILDING PERMIT APPLIC `"� ATION FOR NEW STRUCTURES OR ADDITIONS ��0 Mailing Address: a�l�� 9 PO Box 66 Permit number: Crystal Bay, MN 55323-006 r Date received: /— �� -/`j ..� Street Address:' � / _R�e.iyed by: }'I� �� 2750 Kelley Parkway �� f . G�� Plan review fee: / , l.q��s�ogti�' Orono, MN 55356 ---__._ �; -- ---- __.___.-- otal Fee: �r�—� 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 mu e submitte '� Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: Job Site Address: �C 0 j y ��°�x� ' • 7//��g�'T'a,�,, � it e� . J Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes ❑ No /f 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 un/ess applicant demonstrates sufficient on-sife 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 � ` r-,..�,,` ZIP: SS .Nw� Contact Person: G/f w•��T<<c s Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: _��v,� � � ea ��,/� � p�� s , o� PROPERTY OWNER INFORMATION: Name: �To.�.� t3,d.aeif'- b� v C L C' Phone (day): QS � � S y� —l�,s S� , Address G � � Cit : �,V,,.�,�,C To..,,7.,ZIP: SS 3,�,� Email and/or Fax 15Tc �� r C� L�aa .i • �,"[,,p��a �a ....` ARCHITECT/ENGINEER INFORMATION: Name: ^ Phone (day): Z. - g u � � Address: // Cit : .s...,,..� 7-v.,.,r,z�P: s 3 y Email and/or Fax: -' v Q '� c w s . ...---. 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 0 Single Family with ❑ Deck ❑ Relocation � ched qarage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ulti le Famil /Condo ❑ Warehouse ❑ Public ❑ Storage Public Water ��Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review& permits. ❑ Industrial Minnehaha Creek Watershed District MCWD ❑ Private Well ( ) ❑ Other. (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �j� Q d Q Q , , STRUCTURE INFORMATION: 1. Striicture Dimensions 1. Structure Dimensions(continued) 2.Type of Construction Oc� � a. Length (ft.)= � O Number of bedrooms=�_ ood/Frame ti b.Width (ft.)= ��' Number of garage stalls: ❑ Masonry Areas in square feet Attached =� ❑ Metal ❑ Pole Bldg. c. Basement= / $S! Detached = 2 ❑ ICF d. 15t Story = I 7 Y� ❑ On-site Prefab e. 2"d Story= ❑ Off-site Prefab f. '/2 Story = �� 9 � ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed 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 ❑ Septic S stem Site Evaluation Report ❑ �'' Access Permit ❑ Wetland Buffer Im rovement Pfan ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: ,S� Owner's Signature: Date: � PLi4N REVI�V1l CHE�B�(�IST �'OR IVEVU �TRtJCTUi�ES / 14DDITIONS � ��' Address:_ � �' � • �� ' Permit �lo.: ' � �� Description of work: `� � � � Date Rec'd: � �e t�c review b 4 � P Y� � Date Approved: �oning review by: �ate Approved: '� /� f�°' Buifding reviewo by: � �-- Date Approved: ��e ' �� Grading reviewo by: Date Approved: � �� Zoning District: � � Zoning File#: Reso#: Reso Date: � a Zoning: Lot Area: �q� SF/AC Width: Lot Coverage: SF `�' % Survey Submitteci: �Yes � No Date of Survey: �' Revised date(?): �— 4' Proposed Setbacks: Front (��I�e}� Rear(Sfi��} ' N � � � ) ( N S E W ) Other Buildings V1letland Side ide � �` `� � � � Z � �- �- 1 � a ;r Defined Height: � �, Peak Height: �� FFE: �3�..�FFE minus 6 feet= G�� e� (Existing Contour , P a Perimeter(linear feet)= � a 50% = �� L.F. below grade #of Stories �i �� PC� ��!' A°t� FOR A BUILDING WITH A,BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATlON: 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 HIPPEC OF • GABLE OR HIPPE OOF(no (no windows): S ract half windows): Sub ct half the distance the distance b een the between th ighest point of the roof highest poi of the roof to to the I point of the corresponding � SUBTRACTION ga or hipped roof the low int of the corr onding gable or (BASED ON . GABLE OR HIPPED ROOF(with SUBTRACTION ed roof ROOF TYPE) windows): Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF I i 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 mansard,etc):No subtraction. point of the roof • ALL OTHER ROOF TYPES SUBTRACTION Subtract the distance between the (flat,mansard,etc):No (BASED ON basement/crawl space floor and the subtraction. EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing EQllALS Defined building height EXISTING grade adjacent to the foundation. GRADES EQUALS Defined building height Shoreland District fV�CWD F vrmit ��erage Lakeshore Setback B�u� MBet? �Yes ❑ No Permit Number: 0 Yes � No N/A Q Yes No ❑ N/A—see attached Setback: "` Stormwater QuaEity Existing Hardcover Proposed Overlay District (%and sfl Hardcover Variance Required CUP Required Tier(circle one %and s �� C] Yes No � Yes No 1 2 3 4 , 5 � � Type(s): Type(s): Updated: January 2015 z:\forms\plan review checklist 2015.docx � REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review � State Surcharge � Investigation Fee SAC-Number of SAC Units 1„ Other(specify) � S uare Foota e $ per S uare Foota e Basement X - $ 1 S'Floor X = $ 2"d Floor X = $ Garage X - $ oy�. Estirnated Construction Value: $ ��o�� Orono Inspections Required Work Reguiring Separate Permits Req�sired State Perrr�its � Site Plumbing � Grading/ Filling � Well 0 Silt Fence/ Erosion Control �Mechanical � Fire Efectrical � Hardcover Removal ❑ Septic ,�Water Connection .�('Footing �'Fireplace � wer Connection ' oured Wall � Masonry Lawn Irrigation �°`Foundation Survey �Mfg. 0 Landscaping ; �Foundation Waterproofing 0 Other(specify) ` �" Radon �ock Bed ,�" Framing Insulation �'As-Built Survey ,OsFinal ❑ Other(specify) ;' ,, REMARKS (in-house): ��T� ��.�7 �� '`� �'"� �'��'� � x Other Revievv: Reviev�oed by: Date Approved: Access: Exisfiing: � YES � NO New: 0 YES � NO OFFICIAL REIVIAfeFCS -TO BE l�OTED ON PER11AlT AND INITIALLED �� Updated: January 2015 z:\forms\plan review checklist 2015.docx 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, 1 � �p -• � � D c!) � r�v o � ' CD Q � � � � � �" � � � � � ? � .� � N � (D `° CD � � �' � � � � 3 � �, � N Q ��, � rt �, � �' � � � � o � ' .. ,� � N � (p � p cn ,-r � J m m � � ~ _ � C� vo cn � C� o � � (D � �n � m � n, � � rn c. � n� o v� � � � � � � c � � Q � �; Q � � � � �� ' i J.1 �- �� o � n � n �� Q � � Q a n' r-r � � 0 3 � � � � � � �� Q � � rt � � � � fl' � � � r* � � � � � � n � � � � Tl � (D [D r(n-r n' � � � � � r�-r C C. � r�-r D f�D � r�_-r, � �� • � p� � � r-�-r, (D � � � � rt � � � rt � rt - rnr � � � (�p � � � � � � � �� O O ^ � ^ � O � (�p � � . ' � � � � � ,�; cn � X � � � cD (!') , rn-r � fl- � � X � N � � O� O � rr � � � � N � rn � r-r � � � � � (�� (� n O� � � � � � (1� iL � � [D N � n � � � �u � � < �' � � c s � r* `-� �• � m _ ,rt _ � ` rr r�-r � l� � � n � (�I� � � p' � �..f, •< � ,.�.r n r--r � n, —• � _. � � . cn o 7� y, rt � � Q (p �p 0 � � � 1 � � O �� -r � �. � � o Q n N � � � O � a "p � �N � � �� (D � � � � r-r � O � � � � �• � � � �O � � °* � �. �. � o � �=-r' �• o � �� , � o � � � � � ' � �-r Qo � !- c!� � � � �' � � '' � =c _ �. '� m Q _. w. ._. a. . �015 Standardized Goncrete Fo�ndat�on Drawins�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. 1t1QEX� S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detaii MATERIAL3: Reinforcing Steel: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 BsCkflll 3011: Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certffy that this plan,specification,or 31TE _DDRE88: 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 St�eet: of Minnesota. city: �.� �-- State: MN Zlp: Craig Oswell,PE(MN#42341) 1/2412015 Oswell En�in�s�InQ and ConwMlny.L.L.C. 1901 E H�nnepM Av��201 �,�"�' • = "✓� Project Name: 2015 Standardized Concrete Foundation Drawings Mf��apolls,MN 66413 � Description: Scope of Work,Index,and Certification Phonr 812-720-489� ,�-r ',� Project# 14.100 Fax:812-08�2966 :, ' Client Name: Manor Concrete Construction, Inc. www•usw��i�c•oom �'• �� Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 ��'`' ':c:�:- QENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline 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"minimum 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. Walls 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 boits may be substituted with 112"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. 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 strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. COLO Vlf THER(3UIDELINE3: 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. Oswall En�inHrinp end Consultlny,l.�.C. 1901 E H�nnepin Ave,*201 .�•,.�' �=� ,.��.- Project Name: 2015 Standardized Concrete Foundation Drawings Minn�apolis.MN 56413 � Description: General Notes Phonr 812-720�A839 � • � Project# 14.100 Fax:912�88-2968 � � Client Name: Manor Concrete Constructionz Inc. w�•��•� Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S2 of S6 ,:��;`: `•t:�'.�- �12412015 Adjacent steps are to be placed no closer to either side of ihe 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 I Maximum applied I 24"minimum beyond each end � � � of beam section(bar length= �actual load=4000 plf� s step height+4') - , unfform or 12,000 , .r j pound concentrated � N 6"minimum thick cast-in-place ; � concrete foundation wall � � � HIOH FOOTINO 1 �------ i i i i i i � High footing should be placed �i� at 1-ta1 (45 deg�ee)line,if LOW FOOTINa �� high footing is closer to step � than this line,place beam section reba�as if it was at this line as shown FOOTING STEP DETAIL Oswell EnpinNrM�p and ConaulW�p.L.L.C. 1901 E Hennepfn Ave,�201 ,:,�% � � '�:r . Project Name: 2015 Standardized Concrete Foundation Drawings Mi�apolb.MN 55418 ',- Description: Step Footing Detail(NOT TO SCALE} phw�;�12-720-4d39 ,,�; `� Project# 14.100 Fax:612-88i-2988 � •j�� Client Name: Manor Concrete Construction,Inc. www.o�wNNC.Com Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 ��}. • ` .'•--• ' �r2a�2a�5 Wall framing by others Sill plate by others w/112" diameter anchor bolts wl 7" minimum embed&standard washers @ 72"o.c.max or Optional slab ledge,maximurr� equivalent metal strap anchors stem height is 12"w!width to match sill plate Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar wlin 18"of top of wall _. - -- 6"minimum thick cast-in-piace concrete wall � #4 x 2'-0"long dowels @ 72"o.c. max wl 5"minimum embed __�--� Unreinforced concrete strip � footing per Code by others, provide frost protection per Code as required WALKOUT/ SIAB-ON-GRADE FROST WA�L �ETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall OswNl En�Me��in�and Consultl�g,L.LC. 1501 E Fl�r�xpM Ave,�201 ,�•� �-'. ''�. Project Name: 2015 Standardized Concrete Foundation Drawings MlnMepolb,MN 55418 � Description: Frost Wall Detai{(NOT TO SCALE) Phonr 612-720-4839 ` ' Project# 14.10Q Fex:812-88&2988 �N '�' Client Name: Manor Concrete Construction,Inc. www.osw�ll�o.com •,� Client Address: 11225 90th Ave N Ma le Grove,MN 55369 Page S4 of S6 '�`. `,�.�r. , 1/2412015 Wall framing by others Sill plate by others wl 112" diameter anchor bolts wl 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 wal! � 6"minimum thick cast-in-place � concrete wall � fV #4 x 2'-0"long centered dowels w/5"minimum embed wet set or epoxy grouted in Footing elevation may vary below place slab,provide frost protection per 8'wall soacin�: Code 36"o.c.max for sand,30"o.c. 8"thick x'16"wide minimum max for SC, &24"o.c.max for unreinforced concrete strip clay footing,larger footing width may g't w�N�wcin�• 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 I.t?OKOUT WA�L DETAIL well Engkwe�ing and Consultkp.L.L.C. 1901 E Hent�epin Ave,�1 ..�,:�- .�-� =� Project Name: 2015 Standardized Concrete Foundation Drawings Mirxtieapolb,MN'55413 =� ;; Description: Lookout Wall Detail(NOT TO SCALE) P�w�812-��9 ';�, �. Project# 14.100 F�x:612-056-2988 ' '�' .� Client Name: Manor Concrete Construction,Inc. �w•�w��•�^ �'.• '• Ciient Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 ` `'" `" �'. k .:. .:. 1124l2015 _ � .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 _Continuous#4 horizontal bars,provide �. ��"Y ~ at least(2)@ 8'-0"clear,(3)@ 8'-8" s� '� clear,&(4)@ 9'-8"clear,At contractor's � option: The lowest wall horizontal bar may be omitted if(2)#4 continuous Uhorizontal bars are placed in the footing �''�-_ `�� Cast-in-place concrete foundation wall w/#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 BASEMENT WALL DETAIL Clear Hei ht and Soil T e Wall 8'or Less 8'-8" 9-8" Thicknasa 8snd C Cla Send SC Cla 3and SC la Vertical Rebar S ecin 8" NA NA NA NA NA d0" NA 36" 28" 1O" NA NA NA NA NA NA NA NA 36" 12" NA NA NA NA NA NA NA NA NA 3111 Anchor 3 acin Botts 72" 72" 48•� 72" 80" 36,� 72„ 36" 24�• Oawel)Enginaering and Conaulting,L.L.C. 1901 E Hennepin Ave,�k201 .��+'� �' • ':�. Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �� '� Description: Full Height Wall Detail(NOTTO SCALE) Phone:612-720-4639 �� ';� �.� �«•, Project# 14.100 Fax:812-888-2988 ,a '• .:� ..� Client Name: Manor Concrete Construction,Inc. www.oswellec.com ;� Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page Ss of S6 ,r., . `:t: :. 1124/2015 ..�. � New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate.A building certiticate shall be posted in a pe�manently visible location inside Date Certi�cate Posted the building. The certiticatc shall be completed by the builder and shall list infonnation and values of componen[s listed in Table N1101.8. P�QC@ �/OUC Mailing Address of[he Dwelling or Dwelling Uni� City logo here 763 Bridgewater Drive Orono \ame aCResiden�inl Contraclor MN License Number Wooddale Builders BC002926 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passivc(No l�un) �o a, � �, Active(With fan and monometer or �' � >, other syslem n:onitoring device) ^ ro ia � � — b � y � � � O R. i f.3 �J '_' O 'O v G O � N � � � '3 4^ L� [� b U N � T � � O vi vi O � p X, � Insulation Location � ° z � � v � �, W -- m o � � � � ;, -o v � ^ � y ti ca ca � oA bA D L F �, z° u:, a, � �°, � c[ z Other Please Describe Here Below Eutire Slab X Foundation 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,vaultcd R-44 X Bay Windows or cantilevered areas R-38 X AISO 3/4" Foam below Bonus room ovcr garage X Describe other insulated areas Windows& Doors Heating or Cooling DucTs OuTside Conditioned Spaces Average U-Factor(excludes skvlights and one door)U: 0.31 X Not applicable,all ducts located in conditioned space Solar Hcat Gain Coefficient(SHGC): 0.38 R-value=R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Applianees Hcating System Domestic Water Heater Cooling System X Not required per mech.codc Fuel Type Natural Gas Eleetric Electric i�ass��e Manufacturer Rh@efTl Rhe@Ill Rhe2tll Powered Interlocked with exhaust dcvice. titodel R92PA0701317MSA 82v50-2 13AJN30A01 Describe: Input in 70,000 <<�P��t?�in so Output in 2_5 Othe[,desciibe: Rating OY Size BTUS Gallons_ Tons_ Heat I,oss: 51,427 Hcat 26,305 Location of duct or systcm: Structure's Calculated Gain: nFUGor 92 SI{FR�. ]3 1 ISPP°ro Calculated 27,400 Efficienc cooling load: Cfiit's "round duct OR Mechanical Ventilation System "mctal duct Describe any additional or combined heating or coolinb systems il installed:(e.�.t��o furnaces or air Combusfion Air Select a Type souroe heat pump with gas back-up furnace): X Not required per mech.code Se[ect Type Passive I lcat Recover Ventilator(I IftV) Capacity in efms: Low: Iligh: Other,describe: �nergy Recover Ventilator(l RV)Capaciry in cfms: Low: High: Location of�duct or system: � Continuous exhausting fan(s)rated capacity in cfms: 130 cfm 2 speed Location offan(s),describe: Bathroom Cfin's Capaciry continuous ventilation rate in efms: 65 "round duct OR Total ventilation(intemiittent+continuous)rate in cfms: 130 "metal duct Created by BAM version 052009 01!21 I2015 09:52 Riccar Heating �AK)763 754 0132 P.0051015 Page 1 Res(dentlal Heat Loss and Heat Galn Calculatlon 1/21/2015 In accardance wlth ACCA Manual J Report Prepared �y: Riccar Heating �Air Conditioning For: Wooddale Stonebay Hogan 768 Bridgewater Or. right end unit Orono, MN Qesign Conditians: Minneapolls/St Paul Indoor: Outdoar: Summer temperature: 75 Summer temperature: 88 Winter temperature: 70 Wntsr temperahare: -15 Rela�ve humldity� 55 Summer grains of moisture: 98 Dally tempera#ure rangeMedium Sutlding Component 8enstble Latent Tatal Tata[ Galn Galn Heat Galn Heat Loss (BTUH) (BTUH) (BTUH) (STUH) Whole House 3,492 sq.ft. 23,267 3,038 26,305 59,427 Basement 5,893 667 B,560 21,420 �--------..._......_...__._.._.._�.------...------------._._...--- ---�----- ----------._.._._ ,.. All Rooms 1,746 �q.ft. 5,893 687 6,560 21,420 -- - - -� --- --- - -�----....-..----.--- Infiltration 519 887 1,186 5,096 ._ . q.. _.__- . .-----�--_ _ -------. .._...---- - Floor_. .._ . __ ft• 0 . 0 0 3 582 __ _.._. 1,748 s . , , , .. ___ ----_. _.._._._..-------....---._.. - ---'---- - -- q --- ------ -------__.. _. 77 W Wall 230.8 s .ft. 230 0 230 1,1 Windnw 48.8 Sq.ft. 659 Q 859 1,497 - -.._... . ......................................... Window(2) 26.7 sc3.ft. 1,671 0 1,871 819 -------.._........ . ...... . .. . ... ........_.._ .--�-- -----...---....._...___--- ---------...--------- Glassdoor 54.7 sq.fL 8B3 0 9fi3 1,678 S Wall _ 514.5 Sq.i#. ----- 532 Q 51�---- Z.s2 - - -----..____---------.._....._...,.�,_,.___.____...._---- 4 E Wall BelowGr 399 sq.ft. -��----......---_-._�.-----------------�-�-----___1,458 ........ ..._....... ...... . .... . .. . fV Walf BelowGr 188 sq.ft. 0 D � 728 N Wall --- 236.7 sc;.f#. 238 0 238 1,207 �ndow 18.7 sq.ft. 329 .-...._.__._._.__..O__.---�..._...__.._329�---------... 574 . �.... . _ __..._._ .._..___..___._.... . ... ...........---..... ._ . ._ _ _.__._ . Wlndow(2) 16.3 sq.ft. 287 0 287 500 - �--- -------__._.._,..,.,....,.... Wi�dow(3) 16.3 sq.ft. 287 0 287 500 -- --.. - --.._....----------_...._.._._....__.._.__ 367 __..__.............�_�'....._.....,,. .........._...--- F'irst Floor 17,371 2, 738 29,97& - _ .. ...___.._ _.. ... .._....__.'.____. ._.__._..---�-�--- . All Rooms 'f,746 sq.ft. 17,371 2 367 19 738 29,979 -- ----- ' --__..............,,,�.w Infiltrafian 948 1,217 2 185 9 287 -__.---------. __...----...----........---...._...-�-�-----____...----------__............ ........�_..._. _ --- ' - People b 1,500 1,150 2,650 0 _. .. _ _ ... . . ..._ _.._ _..._. . _._._._ ------ ._.._ ._. .. _.._.__._ Miscellaneous 1,200 0 1,20a 0 - ----- -------------------------- -------..._._._.__ Ffoor 1,746 sq_ft. 0 0 0 0 .- ---_.._.__._ _.._..__ ... ..._... . _ ._.. .......__...._.----------- W Wall 155.5 sq.ft. 155 0 155 793 01!21 J2015 49:53 Riccar Heating �AK}763 75A 0132 P.006i015 . . Page 2 Waoddale Stonebay Fiogan 1/21/2015 Bullding Component Sensible Latent Total Total Gain Gatn Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Window 14 sq.ft. 876 a 8�6 430 ,,._.--......,..... .._._...---.__......................................_....----------.......----.....------.— . ---... . Window(2) 52 sq_ft_ _ 3.255 0 -----3,255,---- _ 1,598 Window 3 ----.-sq_--------_---_._ 2,680 0 2,660 1 304 —____t_.�_..__._._...._a2.5 ft. . __..__._._ _ ----....._____. _._.__...------- Window(4) 94 sq.ft. 878 0 878 430 _......_---------.�..- --- --�--�----�---- — --------......._.... Glassdoor 64 sq.ft. 1,126 0 1,126 1,964 — _—..__.....�.---._.�.._..�..�_...___.. S Wall 432 sq.ft. 430 0 430 2,203 ----....._...__._... ......_ __.._.__....__..._.._.._.._..._..-----�--�-------_ E Wall ---^� 248 sq,ft. 247 0 247 1,265 Window 8 sq.ft. 141 0 141 245 -- —....------_..-----.................._. .. . . .._.,...._, .. ---- Window(2) 42 sq.ft. 739 0 739 1 289 . . _ .... __._. __.... .---.._.__.__.----------�-------_.---- �_ Door 20 sq.ft. 186 0 196 1,003 --- ---,.._�...— Door(2) --- 24 sq.ft. ------ 235 0 235 1,2A4 -------..................._....._..........---. .._..........__.........__..._.._.-- N Wall 379.6 sq.ft. 378 0 378 1 93$ .. ...... ... ....... __ ... .__... __.---.. . ......_._. __..-----------..------------...----_�._._..... Wlndow 10.9 sq.fk 192 0 1S2 334 - -�----- - ---.........--- Window(2) 13.5 sq.ft. 238 0 238 414 --- -------------.._.._....._..__....._........_...._................... .............__...----.._ ..._..----�- Window(3) 28 sq.#t. 483 0 _ 493 859 _. _--------�---_... _._�_..__.�....----..... .. . . . . . . .,,.._..... .......- � ------ ------- Celling 4,746 sq.tt 1,486 0 1 486 3,413 ---- ---------- --- — -------- ' -- —.................. Whole House 3,492 sq.ft. 23,267 3,Q38 z6,305 61,427 �� o z� � �f'��., �'C.3�Xlr�t'�a /..3� `�`'1 v HVAC-Calc Residentlai 4.0 by HVAC Computer SyStems Ltd_ 688 736-1101 LoeE ralculatlnne ero eetimelee mly,actuel IoaAn may very tlue to we�ther entl edWrtitllon tllRarenos�. \ � \ Lot 4-5, Block 1 , STONEBAY SEVENTH ADDITION �� ,p2�9 � Lowest allowable floor elevation 1021.5 according to the recorded plat thereof Hennepin County, Minnesota ,,-k1p2�6 O Address: 761 & 763 Bridgewater Drive, Orono, Minnesota ,�� oZis House elevations �Proposed) / as-b��it � ��' �'p�y951 Lowest Floor Elevation :(1021.5) � 1021.4 � � �� r�'(\ 11 ^ Top Of Foundation Elev. :(1030.2� � 1030.0 � � � �� x X�022�4 I ��Z"I. � � ,oz�? : 1029.5 1029.0 Li � N �, �� X wzo 3 ,oz�? �� g � ) � P ',� � M N Gara e Slab Elev. @ Door � � � � ed � � I � � � :', � � s � � � . �p2o? � t oP°p se �� ,ozi a 6 � � Ca z : ,0,90 X `� Q �O y�� x�p2g0 .� �02� ■��■ Denotes retaining wall designed and built by others. U � [i. �o�� r �OZ�9� �02'I� � Denotes proposed rock construction entrance O � U Y � X �� i' ^v � '��•• 102 � � � � � X�0 1 6 5 \ �'/ �� ❑• � 7 y v, \� 'x `0 � �02�o �/ � � Denotes conservation post � � � � � ��' �� X�p 2��' / �p2�6 �' RQO X 000.00 Denotes existing elevation � 0 � � N �•R0ti95 '� � ��/ �p269 �� /O ( 000.00 ) Denotes proposed elevation U � � � ' �\ �p2p.n \\ �� p2�2 S �j � Denotes drainage flow direction }� � � /(� '7�� o � '• �� X ��,` 1% Q4 \ /i � Denotes spike .� � \' � �'��` 6. ° ��'• �y �� ••••••••• Denotes erosion control � � �• ��-'��G�' � ••. I71 1��66 �p�g.6 O�v �� p2,� sed �p2j2 •• 1��69 � VJ X 6� � 'p . X,o�y�4 '�;• � �, i �OP woY-� x .� �02�?'• bi Lot area #4 = 5795 SF � 6� p��ve ; �: X,p2o5 ��`\ __ 0 0 °0 29 5�� - �Z,pz63 Q House area = 2423 SF \ \� � � ,___- �3. � (10 0 - �/ Porch area = 261 SF 25. \ \�. .' �••• ��/ � S �p26? ( Sidewalk area = 13 SF �.� �� ' / '2�� Driveway area = 280 SF \ �• 14� O O� \ \ Total Im ervious Area = 2977 SF -o P �',�ozo o � `SS ``�' c�,� 'p26� Impervious Coverage = 51.4% z �p20° � •'•' � o ° i°_/Z� °/ o, �� J� � � \��o��' '4 p �o � o R �, \ �o��? �: �. •�� o ��, � �oz�8 �' J Lot area #5 = 6028 SF .. '� ' ' � Zo,1 •�• � House area = 2376 SF ` x 1�'6, 4 � aN �` ' - i� co� �' o � �`, so 9•�% X��+s��j64 Porch area 260 SF � . �.�'• ' w �'o i , �j o5Q cf ,oae, Wetland setback' �\• w , � P�OQeW y Sidewalk area = 5 SF j _ �4 -� 2�� 0�1 0' or�v Driveway area = 245 SF � ; o �:• ,� � Og+� �6' S1.5 ,`r,�,o� � Total Impervious Area = 2886 SF �� c¢ � �'F� �� N o'Z� �� 2g.5� ,� Impervious Coverage = 47.9% ��;_ � o f � � 75 � ��0 �= = V �n � � , �c�v;s.� . '\ • J ��O �1�.0 � � =�9 J[ j � � \ �p�6 5 X �• i �Cr� O/ �/ / L N O� � 025 0 1026� y=��,_' � *t �/ x�°`6� �� ' �' 6.� iO o � � / o W � - , " b rN H.c� o . "{/ 10�65 � / �O "n G O- � �O � �� ce_��-;a O.. [i Benchmark: ARo ,o��°••. ��•�:�� ,�� / � a� � ��'�• ��; � Top Nut Hydrant Opposite � �,, �� 5 'p � .P �� 4; � �oz58 Lot 3, Block 1, on Bridgewater Dr\. ��• '016 �''�., '� " � �-� �O � / Elevation =1030.30 ts �016'X �� o ' 4.0 ��'' 25�� a Sl'. ��• '0 / "cs a w25� �r � � \� \. J �02�� ^x C ��'\. 'O � A.Z•�"J •� .� �02�a �`� c� •�:• � O �l •j•/' ��Z�, y: Oi C S, �� ''. � ;%' 1� 5 ~ x+00 � ColnstalltrockN�construction entrance. � '�s 1p163 \�� o �� 1O.•�.�;�•� x�o,9? 5�'+`•'��1`00 5� e� ~ `D`O� x �.\,,� �-- . ,�• �o,�. OX 55 � �:,�,.c 2. Install silt fence as needed for erosion control. . x �'•. � � a s�� a4 � '�'' < �,o c 3. Sidewalks shall drain away from house a � •. �:�� ,ozo �o>> 016 � ••" ,0,6? ,� �� ,o:�, _.s:s�• g2 �` � < s : 's minimum of 1.0%. • �N f,�. ••.s%K" 8, �j � a u: ; 4. Contractor must verify driveway design. 99� �p�' ��,,1p1g8 t'�•�►'3' � x�019�, x o�95 �� 0��o a � a 5. Contractor must verify service elevation prior to , a�g� x �x 10'S •�.,a - construction. .�� x10�66 ,�,,"E � 6. Add or remove foundation led e as re uired. N,,o24 -� ` '0'Ss / - � � g � WETLAND � �°'64 x'�,6 X ,0,5� . REVISED 5/4/15 FOUNDATION AS BUILT r X��6 z X��6 Z � ^ � General Notes: � . X'0'Sa X��S � We hereby certify to Wooddale Builders that this survey, plan or Q 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 r� � 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. �� ¢ �%� � 3. Proposed building dimensions shown are for horizontal location of structures on � � o ; � �` 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 � N ; � ; suitability of soils to support the specific house proposed is not the responsibility of � � '�, _ c the surveyor. BY� ? �� c= 5. This certificate does not purport to show easements other than those shown on Peter J. Hawkinson, Professional Land Surveyor �1 � w o c the recorded plat. SCale: 1�� = 20� Minnesota License No. 42299 n , = N c � 6. Bearings shown are based on an assumed datum. email-phawkinsonQpioneereng.com r""� � N � C ��3 $r�d0�-c�'�i D�r;r� � -�2A�5 -Oooq41 Frn�hda�hoY► A�-�ui t� DATE TIMEf� CITY OF ORONO e��`�CALLED IN ��_ INSPECTION NOTICE � SCHEDULED PERMIT NO.�Q�S��-� COMPLETED �:�D ADDRESS 7�G r vt OWNER TELEPHONE NO. �1'��"��-�� CONTRACTOR �j,/ �/��'1 �`` ��`p��ht �C � DESCRIPTION ,�L�� L�'!r W ❑ FOOTING ❑ DEMO- AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ AMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ 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 0 `r �� a�'I^�Pi�' �'l. Q C Q Q '� a � sca�y o�- �� bU� � 0 � W � Q � 2 W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑C ECT VYORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlContr r on site: Inspecto White Copyllnspector's File Canary CopylSite Notice �� 'ZVj � �`"� DAT TIME ✓ i CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _�� PERMIT NO. �1�15"C�G�� COMPLEfED ADDRESS � Y�3 �►�� dC+f' 1.l X�t�'P-f k7P_ OWNER TELEPHONE NO. ��2-��[�`� CONTRACTOR I /� X�OC� C�Q.L2 � DESCRIPTION � l� ❑ 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 ❑ 3,�PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO M�OU:_�YES_NO � COMMENTS: � � W a 2 J O �. � � O � ` � W � Q � 2 W � W � j � d W WORKSATISFACTORY:PROCEED O PROJECT COMPLEfE � ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ p f{OTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance� (952) 249-46�� OwnerlContractor on site: inspector. �� White Copyllnspector's e Canary CopylSite Notice I � � DATE TIME ✓ CITY OF ORONO CALLED IN -s� INSPECTION OTIC SCHEDULED 5-�-�5 ! -'[TC7 PERMIT NO. ��dq�COMPLEfED � ADDRESS OWNER TE P ONE NO CONTRACTOR �o �� .4-� � �; DESCRIPTION ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ 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 OWNEWCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O �. � O � W � Q � Z W � W � j W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notiee �/I / ��TIME CITY OF ORONO CALLED _ �� INSPECTION NOTICE SCHEDULED ' PERMIT NO. o?O/S-DOD PLEfED " � ADDRESS ' OWNER _ TE LEP NE N a-�'�'�-�� CONTRACTOR C�� - � DESCRIPTION �� G��l�t'/ ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: o� W a � � O �. � O � W � Q � 2 W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN �NSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 4 hours in advan 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ��5 '�9�f COMPLEfED —oZ ff`� � ADDRESS 7/.,3 ��26ei/ �/'� OWNER TELEPHONE NO. CONTRACTOR W4��1� �c��5 - � DESCRIPTION ��`� l� .1� FnnTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q��❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � � COMMENTS: �l�.i�'� '^- L�K�vpl�lr'ovlAe� � `S�'�IjGC�S— .►JB. .!r-'�t r tJ�S•�✓� S�'�C.�' o — �c'� N�t-5 `/o�✓ ,�OLG/�_ � � a�G C� �- � � / � O� � �GG/ /t�t��G "� y2��c Qi2l�_ W ' � Q �" � �!D r�t�� L e,.�,,fi,.c�e/S ��j�—`•-'� ��/ ��U�G z � -�-�l�s- W � � d W ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT YVORK 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 O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. -�, Ca11 for the next insp�ion 24 o n advance. (952) 249-4600 OwnerlContractor on site: '� � � Inspector. White Copyllnspector's Ffle Canary CopylSite Notice � DATE TIME / CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED -=� GD' PERMIT NO. ��S� conn LETED ADDRESS /� S� D/� � OWNER TEL E NO.K�dl 7t'` �� C�NTRACT�R D-� �� DESCRIPTION I1J ❑ FOOTING ❑ DEM FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � �QUNDATION 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: �.u�¢<«n, t,��crd��o�.t��s 4G ."L�! a Cvc.�� ''a•:�t�/e � �i� .��1�slr.��O — � - /- o ` �i r1•5�� 6�ec�L-F•��F '�a �r4•.., �:�I/l Ct s�`C�F 1�aclGt �., � /+ . � +tc� /'oc 6/� �.. 5.�� It� 01 �rls�� ''u... �•le ♦ W i'?�iS1% � li� i�le � C u��f .F OK -t �.,�� ` F''`�� Q � z W � W � � O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �CGRRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 inspection 24 hours in advance. (g52) 249-460� Owner ontracto on ' �✓ Inspector. �� White Copyllnspector's Ffle Canary CopylSite Notice ��=�---- �,�--_. DATE TIME CITY OF ORONO CALLED IN �S'S -/5 INSPECTION N I � ��„^ Q SCHEDULED �'-/T S � PERMIT NO.�=�- -f-�'`U � . OMPL ED �- ADDRESS � �� OWNER , T ONE f�'0��3 � CONTRACTOR ' � � DESCRIPTION - `�� ❑ 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 ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 ONfNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W a � , J O � � O W � Q � 2 W � W � j W WORK SATISFACTORY:PROCEED O PRW ECT COMPLEfE � CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT YYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑ pH0T0 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. 249-46�� OwnerlContractor on site: � Inspector: ��`-'' � White Copyllnspector's File ✓ Canary CopylSite Notice 1 DATE TIME V CI 1 T O�OIiONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. ZO�S OO��I�" COMPLETED � �l I -��",� ADDRESS �� L��iC�r' '1. Y�Tll' I�Y• OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ��,��1��'�� ,'1`� � `� ��l �� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 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 � � � - � UJ i��1� 0 �. a 0 � W � Q � 2 W � W � � � W ❑WORK SATISFACTORY:PROCEED ❑ PFOJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContractor o� ite: Inspector. �� '' ,•:�1 ti'�^ White Copyllnspector's File Canary Copy/Site Notice �=- � �- ►� D TE /� TIME CITY OF ORONO CALLED IN 7`� INSPECTION NOTICE SCHEDULED � �— PERMIT NO. onnP�ere� ADDRESS � � ��' OWNER — T�jHONE NO�+� �a��g CONTRACTQR (•f��/�� DESCRIPTION ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEP FI L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/G ADING/F ING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE MOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE SPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ R D WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ MPLAINT � ❑ 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�, COMMENTS: v � l/ G►1 �� W a � � � � �. o ' � � 0 W � o� Q � 2 W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑ RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (g5�249-46�� OwnerlContractor on site: f ="`.. � �' '� Inspector. / White Copyllnspector's Ffle � Canary CopylSite Notice � � � �, 1 _,pA E / TIME CITY OF ORONO CALLED IN � � INSPECTION f�/�� SCHEDULED ,f-�3� l�� PERMIT NO. � v""' COMPLEfED ADDRESS � ��r ( OWNER T PF�ONS NO. �°1 U � CONTRACTOR �� a�� l�'' DESCRIPTION L� y ❑ 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 � ❑ NSULATION ❑ WOOD BURNER/FIHEPLACE ❑ COMPLAINT J FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4Q1 AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET Y�OU:_YES_NO y COMMENT'S: � — � .,/�� c3 �•� � /ooks �ar� � o _ , / 1 � d� 7�i��a�� w�s v��.7��` c�7 ° �sv�ci�'n� � W � Q � W � W � j a �SWORK SATISFACTORY:PROCEED �PROJECT COMPLEfE W �OORRECT WORK 8 PHOCEED �ISSUE CERTIFlCATE OF OCCUPIINCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pF{pT0 TAKEN INSPECTOR NfILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Csll for the next inspectfon 24 hours in advanoe. (952) 249-4600 OwnerlContractor on site: Inspector: �''��"'�� VYhits CopyAnapector's FII� C�nary CopyfSit�Notics \ ��%� �� DATE TIME �CIN OF ORONO CALLED IN INSPECTION N�TICE SCHEDULED { ' - ^ PERMIT NO. �'�J ��"�I�' COMPLETED ADDRESS ��_� ��I L�,�.-l�(�'� �s� I�Y' OWNER TELEPHONE NO. CONTRACTOR I��, � DESCRIPTION � � - I I I � � � �� `� I 1��- �/'., j 41 ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W � o % ✓�e .� �l�c c�i►" � � / Q� � 1 �/ h'i O � W T / ) Q _._L1 f� �1 GE S ��'� 'e.� d �S N �� 2 W � W � � � d W� ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE �CORRECT WORK 8 PROCEED ❑ IS E CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon r on site: Inspector W ite Copyllnspector's File Canary CopyfSite 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.com] 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. 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Z' z7O / CONTRACTOR � � - " � DESCRIPTION ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT `��FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4Qi ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNENCONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: ` W ��v � - 0 4 6( � � �• �� d '� - S�.� �,G �GS � , � I)�3� d� I►'!4L /4l nflPc�io'�S � �'�f�� W ' � Q � 2 W ' � ,�3/��L �.�i�� - � ❑WORK SATISFACTORY:PROCEED �EBOJECT COMPLETE W ❑CORRECT WORK 6 PROCEED �ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN 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. (952 j 249-4600 Ow�lContractor on site: Inspector: - wre�e coPrn�.Ps��or.Fn. C�nary CoPylSib Notks