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Home My WebLink About2018-00282 - new structure CITY OF ORONO * 2 0 1 8 — 0 0 z e z * 2750 KELLEY PARKWAY DATE ISSUED: 03/23/2018 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 575 SANDHILL DR PIN : 33-118-23-24-0013 LEGAL DESC : ORONO PRESERVE : LOT 6 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY VALUATION : $ 441,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,258.22 PLAN REVIEW 782.14 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 220.50 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 6,745.86 Payment(s) CREDIT CARD 8646 6,745.86 OWNER OPS Orono LLC 15250 WAYZATA BLVD#101 WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of I80 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 revok y im due cause. i .��Z a �� -� S'U � � �3�� l Applic t P itee Signature Date Issued By ature Date Builder Acknowledgement Form Permit #2018-00282 / 575 andhill Drive Builder Representative Name: �/ v�� I n.s Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order /I�'/J will be issued. � � Schedule a minimum of one hour for the framing inspection. � Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to /'�� inspection. � Erosion control shall be installed and maintained throughout the entire project and must � remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning /'✓L and repair of roadways for any adverse impacts. �I A separate utility permit will be required for sewer and water connections. The water service connection must be protected from construction traffic during construction. � Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of �' �. Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls,etc. not currently shown on the approved survey and landscaping plan will require a `� /„ separate Zoning Permit application to be submitted and approved prior to the work %� commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\sandhill drive\575\builder acknowledgement form 2018-00282.docx CITY OF ORONO � BUILDING PERMIT APPLICATION �� `� � �� FOR NEW STRUCTURES OR ADDITIONS Q�� Mailing Address: Permit number: �� -(��' � PO Box 66 �� `.� Crystal Bay, MN 55323-0066 Date received: � ; Received by: �, , Street Address:' yF �� 2750 Kelley Parkway Plan review fee: .�b �q�.Fs�,��. Orono, MN 55356 ap� _�� _ Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) LSc r-�;L� ��. GENERAL INFORMATION: Job Site Address: s,s sa��h,,,,,�,yP Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION: N8111@: David Weekley Homes State License# gc69�sas Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive,Suite 2o Clt : Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One) EfTlal� afld�Of FaX: kcumm�ns@dwhomes.com PROPERTY OWNER INFORMATION: Nal'Tle: "Same As Above' PhOng �day�: Melissa Johnson 612.462.6932 AddfeSS: *Same As Above* Clty: ZIP: Email and/or Fax mjohnson@dwhomes.com ARCHITECT/ENGINEER INFORMATION: Nal'pg: Mulhern&Kulp Phone (day): us.646.sooi Addf@SS: 20 South Maple Street,Suite 150 Clty: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply 0 New Construction 0 Single Family with ❑ Accessory Bldg./Garage ❑ Addition attached garage ❑ Deck � Public Sewer ❑ Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage � Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater � Public Water *'Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) ❑ Other(SpeCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.m innehahacreek.or Estimated Construction Valuation (excluding land) $ zso,000 Last Updated: January 2016 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) a. Length (ft.)= �-i" � � Number of bedrooms=� 2. Occupancy: f b.Width(ft.)= �'' Number of garage stalls: 3. Occupant Load: Areas in square feet Attached =�_ c. Basement= �� Detached = 4. Type of Construction: d. 1 S'Story = '7.0 e. 2nd Story= 5. Code Edition: f. 'h Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Completed A lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'h x 11 set 0" ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size,to scale meetin ALL surve requirements ❑ Hardcover Calculations ❑ Se tic S stem Certification �" ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans �'' ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form 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. l� � / Applicant's Signature: �� Date: �/-�/�� C___ Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �� C�IJ VJ►�� I 1 N' • Permit No.: L�.J�p " (��1.... Description of work: IV� ��Y�-� Date Rec'd: � ' � � � 0 Septic review by: ��/w� � Yv1� Date Approved: �-"� Zoning review by: Date Approved: 3' L'J � i > Building review by: Date Approved: �� l Grading review by: I`"1'�►d� l�.`VIW(�I'�� l Date Approved: � J'ZD '� � Zoning District: h Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area:� � SF/AC Width: �� : y�pLSF o� % Survey Submitted: � Yes � No Date of Survey: �_� 5 ��Y Revised date(?): � '��' 1� Landscape plan submitted? 0 Yes Landscaper: f'f� S►`�� 0 No/ one proposed Pro osed Setbacks: 2� n� S�a��w 2�' . Front(L ) Rear(Str ) ( V� S E W ) ( N �E W) Other Buildings Wetland Side ide ' � ! � G' ' � � � ��, ✓ � , 25- �,d�W!'1.�w�... .�^.A �91 a�_!.�.'`�j_i�j� �D�� Buildin Hei ht Anal sis: Distance Between First Floor and defined Top of Roo�'(See"building heighY' �a� I� definition : First Floor Elevation from buiidin lans : (b) I(�33. Highest Existing ground level (per survey) or 10'above lowest ground level, whichever is lower: �� Difference befinreen b and c ": (d) 2, DEFINED HEIGHT „�f . . . . . .gpt-i�-{a}-f�3-- (e) �� "!f hi hesf existin ad'acent rade is below FFE-Hei ht is a + d Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? Yes 0 No Permit Number: ��- � es � No � N/A 0 Yes No � N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s � �,�Q 0 Yes o 0 Yes No 1 2 3 ( 4 J 5 g Type(s): Type(s): `J 3 t�s� Updated: June 2017 z:\forms\plan review checklist 06-2017.docx • Fees to be Char ed YES NO ' Rertn�t Plan Review (/ State Surcharge V Investigation Fee � SAC—Number of SAC Units 1 r(Jn "7�' Other(specify) S uare Foota e $ er S uare Foota e Basement��n J X ��j� z . _ $ 1 St Floor (� L�-. X �� Cj z = $ �..� f 3 . �s��c� C�n � x 7. c�-� _ $ �g p , Garage �-� X 3� � _ $ � � � B� Estimated Construction Value: $ ��,�� r Orono Inspections Required Work Requiring Separate Permits �Footing 0 Site Plumbing � Grading/Filling Poured Wall ilt Fence/Erosion Control Mechanical � Fire �Foundation Survey � Hardcover Removal Fireplace Water Connection 0 Framing 0 Other(specify) � Masonry Sewer Connection �Waterproofing/Drain tile �Mfg. 0 Lawn Irrigation � Foundation Waterproofing � Other(specify) O Landscaping Framing O Septic Insulation As-Built Survey Final Lathe Required State Permits � Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: � See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms�plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Tuesday, March 20, 2018 2:15 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 575 Sandhill Drive/#2018-00282 Chris, I've reviewed the grading plan subject property and approved it. 1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 2. A separate utility permit will be required for the sewer and water connections. 3. The water service connections must be protected from construction traffic during construction. Adam From:Christine Mattson Sent: Friday, March 16, 2018 9:52 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject:575 Sandhill Drive/#2018-00282 .y Adam, We have received a building permit application for a new single family house at 575 Sandhill Drive. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN � 55356(physica/addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm i 1� V F- "s � O � � tA ' — J � 0 O — �- � � 3 � � W a W � � � a � — a � � � WoZ � J � PLAN S FT. W J � TOTAL LIViNG 2034 � _ � LIVING a Q Z 1ST FLOOR 2034 O � O 2ND FLOOR N/A � � � 0 � � � � O � � SLAB TOTAL SLAB 2697 GARAGE 654 FRONT PORCH 169 REAR PORCH/LANAI N/A � TOTAL BASEMENT 1�74 OPT. 4 CAR +234 GARAGE SOUTH 7814-A BASEMENT RECEIVED UNFINISHED 3� p L N �� FINISHED 1475 TOTAL BASEMENT 1874 MAR 1 3 2018 OPT. BEDROOM 4 +50 DARLTON �, CITY OF ORONO MECHANICAL N/A MINNEAPOLIS CRAWL SPACE N/A g-��o �IT� CJF O�RON� RESOLUTION OF THE CIT'Y COUNCIL �`�t tiG� N O. 'i 'kESH�� i " RPUD District Minimum Proposed Flezibility SFR Standard Lot Sta�ndards Re uired? Minimum lot size: 15,000 square feet 7,500 s.f.—66,000 s.£ Yes (incl.wetlands) 24 of 391ots< 15,000 s.f. Minimum lot width at setback line: 90 feet 65 feet ./45 feet min. Yes Minimum lot de th: 125 feet Varies- ' No Minimum front building setback(to 25 feet With blvd. sidewalk: 25' yes internal streets): vd. si ewalk: Minimum rear or side setback to 50 feet 50 feet No Wa zata Blvd W and OCB Rd: Minimum side setback to internal street: 25 feet 10 feet Yes 5 feet, 7.5 feet, or 10 feet Yes Minimum side yard setback: 10 feet Per Setback Exhibit attached as Sheet B-19 Minimum rear yard setback: Lesser of 40' or Lesser of 40' or � 20%of lot de th 20%of lot de th ' Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD buffer lus 10 feet MCWD buffer lus 10 feet Buildin hei ht: MaYimum of 30 feet (Not defined) No All dwelling units, including manufactured homes, shall have a depth of at least 20 feet for at least 50 percent of their width. All dwelling units, including manufactured homes, shall have a width of at least No 20 feet for at least 50 ercent of their de th. 16. Floor Area Ratio (FAR). Zoning Code Section 78-1403 limits Lot Coverage by Structures for lots less than 2 acres in area to 15%. For this development the 15% Lot Coverage limitation shall not be applicable. Per the RPUD standards an individual lot Floor Area Ratio (FAR= gross area of all floors divided by ross lot area) of O.S.shall be applicable. The FAR calculation shall include the square footage of all enclosed spaces including garage space,basement,interior rooms and enclosed proches. 17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50%hardcover of the gross lot axea. Only the smallest of the proposed lots would appear to approach that limit. 18. Public Streets. All 39 lots will be served by a new internal public road system to be platted as public roads and to be constructed by the developer to City standards, with minimum paved road width of 32 feet (back of curb to back of curb) and Page 7 of 20 i � , Z• � . <: --- -: ` �-------------------------------------- -- ------— - J i ! � zt av ;uv� s» �. I �< •� . �--------, - g \ . r--- ��'�' '� ___ t� Il � ;� �„- ,� � I � ',l�r -I rt y � ,6� ,__�_ -'_—_ R S'8 ; I \'� �� 1 � i� '" - '- -- - n m� � � �� v i i � ,%' ^ �✓ ' � i �� \�• i i N � � � �` �o /s� o � '� ^^ ,,� �� ., �" - if, ' ~ ^.�,, 1/1 � / '` `I 1 `1`..� �� /\\�- i ' d �y `�` � � �� .'� � n� / \�� 'Y'�'1�.„'J � � %'.y�'.. ' � `\; .� 1�� ,-��j/� � rv .L�� '�/ �`.`` `�:�` / �i ,'�% �i\ N i - � �^`� :\ �� N ' ��'. i ..�..,-'��-\'� . •'�/�� e� �.�. i 'i �.�, `�-`T��l.+ 7 ,� i �. �� `�.� �'�� . YY �� /i o i �� i, `�" I..-'' / /,: � I i i �,� � \ `�� • > =,^J" i i ' '� � � ' ''`^� '' '"� y� "l�I , , . �� , ; � W W L___l�` (/ � � ��I/�,� � � ��// ' � / 1�l u7 I `� ~_��? (� , /� �/� --- '� �- - , �-. �� '�u u� _--T""��'i`i� r � � �� ' � � ; - -. n in 1 /.. . � ( ,=l / /�: � � � ii �. . i , � � -- -------'--�. . , � ; . --- . � �----� •- -� ' i--_r'.._-'_-..�� / � . r----------'l i • '� i .`r i/ /�� . i r � i i � � a \. 'a �/�� i � ,� �i�. ; - - ---1'_� �,. /;',l; � �-"- L___1_ _'I I � I I '________i�� / t ' C_ f�-'-1-� �I � /`/��'. ' . .l - _�. I I � � • � ,`�'�/�'� 1 i � a 1� ' i � '�i '�' _.-�. �� i I �"� %:�r^ .��'��,'.� . . 1 �- .. _ �� ---�-=°y�';' i,j,Tr�% �1 ' �-- - ,;, - r, ; �, �. �"5�;�'; .. - W I � R1 �1 k' ; I f; f' /�/�i /%�',�.'�"�'� " \ � �W O �� l _ _ J11 � �� :.�///,'�.�j/��'� %1 . N� � L____________� � � i . ' _ ' � r--r��-�1� ; � b : . s / � i � p i N ,i�_ i � �i i.:'' �/ /' //F�� j � n o .� � � � � i � �j ��!/'/ / / 5 ,/ " i L___�'______ Iil � { y'/, � `-1--- �i 1 i� � \�y�cl�:i// /'/�,. / � . `� !�/ y 1� ' � .. �� i� �� •Y� � 'i/ � � •'�/ /% ` " , / � ,`��.� _Jj � ;" i \`,� � � , /i• L �'' , �' � ` ;,� ,' j ,•., ��: ��. � ��eus Yt 1-,��`� ;� � // '.�� \� ., `d a ----- �i� n / ��` �`�� ' (� � �a_ ` y 1�/ / /�� \l ��`,`y T•r� II 1 I Y r �,__'N'_,h f 7 __LJ / ��` �� " (/, � �y �I I ' I "'_('-�i Y� � \� --�� l�_'1" �j 1 __ I ( �v I �� i ��1 r--� � _ i r---�---- i i i �� i � � i �i �i �� I I L1'�_'_.1�� L.�� 1 a � I � I 1 � � y 1 � � �1 1 I H I I �1 � N 1 � I ^y i -_ � �� .. � ' � L___�___-'J `,j \ �� fr1 � ' I � 1 �___T�_ I� . __- O �.� I 1 1 �C Vi � i � n� U i � � I i' i.� ._... . , �` �.`� 1 1 _ _ 1 QM I � �_�G__ . .1, � j '^ `\;; � 1_J L_ _'. ___ J W i �-�- 7i �J '________�-a �"' , i � m �� (� Permit Application: 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 ap�lication will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. `� 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 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 the proposed project does not trigger their permitting requirements . I will contact the MCWD at 952-471-0590 regar ' this roject. � Signed by: Address: �� .5'�t� N%c.c. �� v�� Permit #: Last Updated: January 2016 City of Orono �o�o Hardcover Calculation Worksheet ' �� ' Property Address: "� � , ,q�� L �V� f`��I111��E�`` , _ , Prepared by: �;�` G�� ° ;�� Date: -� � Ig Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) Exam le Gara e 24'x 30' 720 S.F. A ` t � i,•..� t ( S.F. B `� ; S.F. C G S.F. � L S.F. E G�Y�C. c_ S.F. F S.F. G S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. �/ S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover S.F. Excludable Hardcover See Ci Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 , r Ci S.F. 4 Total Lot Area ,� " i S.F. Proposed Hardcover Percentage [(3)=(4)] • � t� % This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 • New Construction Energy Code Compliance Certificate Date Certlficate Posted Per R4013 Building Certificate.A building certificate shall be posted on or in the electrical distribuuon panel. ,�/,�$/,�7 Malling Address of the Dwelllug or DweWng Unit 7814 Name of Resldentlal Contractor MN Llcense Number David Weekley Ciry Plan N 7814 THERMAL ENVEL PE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) o � ,�'�,°":�,� , � ��. • �a ,�, � �"u� F E�� h ,a? �' Acrive(�th fan and monometer or �� w � � � � � other system monitoring device) �! .. � ¢� � � b v � � � Location(or future Location)of Fan: m oa � V id ° " y ° �$, w K o Insulafion Location � ° z � �" v O w �= �a o mN �y � ti v "� � C ,a A � � � OD DD E-� � z w w u°. w° � i� r.� Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X e�erior Perimeter of Slab on Grade X Rim Joist(lst Floor) R-20 X Intenor Rim Joist(2nd Floor) f2-2� X interior wa►1 R-20 X Ceiting,tlat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe otherinsulated areas Buildin Envelope air Ti htness: Duct s stem air tightness: �ndows 8 Doors Heafing or Cooling Ducts Outside Condifioned Spaces Average U-Factor(excludes skylights and one door)U: 27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 25-.29 -8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem B 8flt Powered Interlocked with e�chaust device. Model 912SB48060S17 PROG5042NRH67PV BA13NA030 Describe: Input in 60000 Capacity in 50 Output in 2 5 Othei,dCscribe: Rating or Size BTUS: Gallons: Tons: ��or 92% SEER or 13 Location of duct or system: f�ciency HSPF% EER HEATLO55 HEATGAIN COOLINGLOAD xEsinErrT�nL Lo.an car.c 49247 25485 30466 cfn,�s ro�m uc Mechanical Venfilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Se[ect a Type so�ce heat pump with gas back-up fiunace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in c&ns: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfins: L,ow: 50%=88 High: 90%=158 Location of duct or system: Balanced Ventilation Capcity in CFMS: fU�C1aC@ fOOfll Locations of Fans,describe: Cfin's Capacity continuous ventilation rate in cfms: 75 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 150 "metal duct Site address �g�q �a� 1/18/2017 `°°"�"°` Sabre Heating And A/C COmB�ted Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4068 Total required ventilation 15� Basement—finished or unfinished) 3 Continuous ventilation Number of bedrooms 75 Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equotion are below Table R403.5.2 Total and Continuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115 58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105 53 120 60 135 68 150 75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 130 55" 125 63 140 70 155 8 170 85 185/93 4001-4500 120/60 135/68 50/7 165/83 180/90 195/98 4501-5000 130 65 145 3 160/80 175 88 190 95 205 103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation.For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust onry) � Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)—dm of unit in low must nat exceed continuous Continuous fan reting in cfm .o Low dm: o� High cfm: �C Q Continuous fan roting i�cfm(capacity must not exceed �� vo continuous ventilation rotiog by more than 100%) Directions-Choose the method of ventilation,bolanced or exhaus[onty.Ba/anced ventilation systems are typically HRV or ERV's. Enfer the low a�high cJm amounts.Low cfm oir flow must be equa/to or greater than the required continuous ventilotion mte and less than 100%greater than the continuous rate.�For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.J Automatic controls may allow the use of a lorger fan that is operated a percentoge of each hour. Section C Ventilation Fan Schedule Descri tion Location Continuous tntermittent Direttions-The ventilation Jan schedule should destri6e whot the fan is jor,the location,cfm,ond whether it is used jor mntinuous or intermittent ventilation.The fan thot is chose jor contlnuous ventilation must be equo/to or greater than the!ow cfm air ro[ing and less than 100A6 greater thon the mntlnuous rote.(For insronce,if the low cfm is 40 cJm,the continuous ventilation jon must not exceed BO cJm.J Automatic controls may allow the use ojo larger fon that is operated a percentoge of each hour. Section D Ventilation Controls Describe o eration and control of the continuous and interm'Rtent ventilation) ERV has wall coMrol set to 50°k=88 CFM ERV has wali control set to 90%=158 CFM Directions-Describe the operatlon of the veMilation rystem.There should be adequate detall for plan reviewen ond inspedors to verify design and instollation compliance.Related trades also need adequate detail for p/acement of conbols and proper operotion of the 6uilding ventilotion.If exhaust fans are used for building venUlation,describe the operotion and location ojony contro/s,indicaton and legends.If on ERV or HRV is ro be insbolled,describe how it will be installed.If it will be conrreded ond inteijaced with the air handling equipmen4 please describe such mnnections as detalled in the manufattures' installotion instructions.lf the ins[allotion instructions require or recommend the equipment to be interlocked with the air handling equipment for proper opemtion,such interconnectlon shall be mode and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see belaw).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,H the makeup air quanYity is�egaNve,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Tronsfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS Additional combustion air will be re uired for combustion a liances,see KAIR method for calculations One or multiple power One or muRiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel applia�ce or solid fuel appliances Column D Column A Column 8 Column C 1• 0.15 0.09 0.06 0.03 a)pressurefactor (cfm/s� b)conditioned floor area(sfl(including unfinished basements) 4068 Estimated House Infiltretion(cfm):[la 610 x Sb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system E RV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust reting(cfm); Kitchen hood typically 'Z4� (not applicable if rerirculating system or if powered makeup air is electrically interlocked d)80%of nent largest exhaust reting NOt (cfm);bath fan typiwlly Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); 375 [2a+2b+2c�2d] 3.Makeup Air Quantity(cfm) 375 a)toWl exhaust wpacity(from above) b)estimated house infiltration(from 610 above) Makeup Air Quantity(dm); [3a-3b] -235 (ff value is negative,no makeup air is needed) 4.for makeup Air Opening Sizing,refer NOT REQ. to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power ve�t and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.�Appliances other than atmospherically vented appliances may also be included.) C.Use this column'rf there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column'rf there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atrnosphericalty vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multipie atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appiiances appliances Column B appliance appliances Passiveopening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 10-17 q Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—S00 47—69 29—42 6 Passiveo enin 164-232 101-143 70-99 43-61 7 Passiveo enin 233-317 144-195 100-135 62-83 8 Passive opening 318—419 196—258 136—179 84—110 9 w mo orized dam er Passiveopening 420-539 259-332 180-230 il1-142 10 w motorized dam er Passiveopening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivaient length of 100 feet of rou�d smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be eledrically interlaked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4"rid ed 5"fl@X Other,describe: Explanation-If na atmospheric or power vented applia�ces are installed,check the appropriate box,not required.lf a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step i:Complete vented combustion appliance information. Furnace/Boiler: 60000 reft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent water Heater: 40000 reft Hood �Fan Assisted �irect Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appiiance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 640 ft; LxWxH �L 10 W�H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method�.If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is yre a t er th a n TRV then no outdoor openings are needed. If CAS Volume(from Step 2)!s less th on TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT D�RECT VENT APPLIANCES) Total etu/hr input of all fan-assisted and power vent appliances Input: �000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: `�OOO ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural dreft appliances Input: O Btu/hr Use Natural dreft Appliances column in Table E-1 to find RVNFA: � ft� Required Volume Natural dreft appliances(RVNDA) Total Re uired Volume TRV =RVFA+RVNDA TRV= �000 + O _ �000 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Racio= 640 � 3000 = 0.21 Step 6:Calcutate Reduction Factor(RF). RF=1minus Ratio RF=1- 0•21 = �.79 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total etu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): A Total Btu/hr d i vi d ed by 3000 Btu/hr per in: CAOA= `+OOOO /3000 Btu/hr per in2= �3•33 in: Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= I 3.33 x Q.79 = 10.49 im Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m u/tiplled by the squ a re root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3.65 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Foilow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994to present Pre-1994 1994to present Pre-1994 5 000 250 375 188 525 263 10 000 500 750 375 1 050 525 15 000 750 1 125 563 1575 78g 20 000 1000 1500 750 2 300 1050 25 000 1 250 1875 938 2 625 1313 30 000 1 S00 2 250 1 125 3 150 1575 35 000 1750 2 625 1313 3 675 1838 40 000 2 000 3 000 1 S00 4 200 2 100 45 000 2 250 3 375 1688 4 725 2 363 50 000 2 500 3 750 1675 5 250 2 625 55 000 2 750 4 125 2 063 5 775 2 88g 60 000 3 000 4 500 2 250 6 300 3 150 65 000 3 250 4 875 2 438 6 825 3 413 70 000 3 500 5 250 2 625 7 350 3 675 75 000 3 750 5 625 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 400 4 200 85 000 4 250 6 375 3 188 8 925 4 463 90 000 4 500 6 750 3 375 9 450 4 725 95 000 4 750 7 125 3 563 9 975 4 98g 100 000 5 000 7 500 3 750 10 500 5 250 305 000 5 250 7 875 3 938 11025 5 513 110 000 5 500 8 250 4125 11550 5 775 115 000 5 750 8.625 4 313 12 075 6 038 120 000 6 000 9 000 4 500 12 600 6 300 125 000 6 250 9 375 4 688 13 125 6 563 130 000 6 500 9 750 4 875 13 650 6 825 135 000 6 750 10125 5 063 14175 7 O88 140 000 7 000 10 500 5 250 14 700 7 350 145 000 7 250 TO 875 5 438 15 225 7 613 150 000 7 500 11250 5 625 15 750 7 875 155 000 7 750 11 625 5 813 16 275 8 138 160 000 8 000 12 000 6 000 16 800 8 4pp 165 000 8 250 12 375 6188 17 325 8 663 170 000 8 500 12 750 6 375 17 850 8 925 175 000 8 750 13 125 6 563 18 375 9 188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 938 19 425 9 713 190 000 9 500 14 250 7 125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 30 000 15 000 7 500 23 000 10 500 205 000 10 250 15 375 7 688 21525 10 783 210 000 10 500 15 750 7 875 22 O50 11025 215 000 10 750 16 125 8 063 22 575 11288 220 000 11000 16 500 8 250 23 100 11550 225 000 11250 16 875 8 438 23 625 11813 230 000 11500 17 250 8 625 24 150 12 075 1.The 1994 date refers to dwellings construded under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this sedion of the table is 0.40 ACH. �� , �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED - � PERMiT NO. ��a$a C PLEfED ADDRESS ��s ��'Y��/� �� OWNER T�L�EP�O E NO. ��-� 73/�� CONTRACTO � �F�l�l 6 G D � � � DESCRIPTION �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION� Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ` � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: Se�� .� �lr�/GS�✓S � � � � I��TLK/ �'��V K%L/\ j �► I � �.� 0 � . � /� l�� t/E� l� �O W �P � � . 2 �/� `+� py✓ � / /�G� .- �i" i ~ --..• W � � J W ❑WORK SATISFACTOFlY`.PROCEED ❑PROJECT COMPLETE �CT VYORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECTVI�RK,CALL FOR REINSPECTION TEMPORARY V BEFORECOMERINCa PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHpTOTAKEN INSPECTOR NfFIL RETURN ❑STOP OR�ER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail ror the next insPection 2a hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: YYhits CopyAnspecto�'s Ffle Canary CopylSMe Notice �� _(.1�-1 � �\� DATE T�Mt CITY OF ORONO CALLED IN INSPECTION N TIC SCHEDULED � ?�? � PERMIT NO. 1 ��COMPLETED ADDRESS �7S �G'.Y1�GI/ll � OWNER , T�LEPHONE NO. �3�7 � CONTRACTOR � � � � DESCRIPTION �� - 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ¢ ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�OU:_YES_NO y COMMENTS: W � � �-t C t'? _ j O � � O � W � Q � � W � � J d �W ❑YYORKSATISFACTORIF.PROCEED ❑PROJECT COMPLEfE W O CORRECT W'ORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOMERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED G�iNSP�iG�ON REQUIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on Inspector: Whits CcPYAnspactor's Flle Canary CopylSite Notkx � � DATE TIME CITY OF ORONO CALLED IN � � INSPECTION I�O/,T CE SCHEDULED PERMIT NO.oCv �MPL ED ADDRESS �� -� L �� OWNER TEL P ONE NO. �� 7 CONTRACTOR d � � DESCRIPTION 111 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: B�� b lD'r ��1'iy.��fi'd v� ��l/ a �/' D�v�'�// ��-si c h. Ge-j'�f'.i r e.� a r� � o ��i� � �,l/ �1� i'h 9�.cGc �-b��c� '' � fi �-r.�- � 0 � W � Q � 2 W � W � j W �1NORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. ��1L^ �� White Copyllnspector's Ffle Canary CopylSite Notice DATE TIME V CfTY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED � � PERMIT NO. - Ua OMPL ED ADDRESS � OWNER T PHONE NO.��O� � CONTRACTOR � � � DESCRIPTION /0� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ��,�.FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z�❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�OU:`_YES_NO y COMMENTS: o� � � . � 'CS v�, ` � 0 -'/'. i N �� O � / --G� >. + � ° b1�-�r ��e �t W � Q 2., ��al,f2 e/t�S r c+►�. (�o.��-ro L � ,ti �"�d v�,� � w � j a W� ❑WORK SATiSFACTORY:PROCEED ❑PROJECT COMPLETE W �BRRECT NfORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WfTHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 rorthe next inspection 24 hours in advance. (g52) 249-4600 OwnedCorttraator on site• � Inspector.�� White CopyAnspacto►'s Flle Cenary CopylSite Notice _ i .�_____�__�_.__._ �� . . -----�-- CERTIFICA TE OF SURVEY FOR. ' -'� � � - �°- DA VID VI/EEKLEY HOMES O � ° 1030 < _ � ' " - 12800 Whitewater Drive Suite 20 .._..._.-----� � �029�6 � �" �� E o Minnetonka, MN 55343 Q - '�--� � � � " i . �— ° ► j `J� ``�� °� ` ' N i _ i �� I �/ / gU1LDl SEjBA� I ' i LEGAL DESCR/PTION NOTES: LEGEND: �� 25 'l�. �C I � LOT 6,BLOCK 1,ORONO PRESERVE,HENNEPIN 934.0 EX/STING ELEVATION �,(\ I I a I o COUNTY,MINNESOTA. 1- SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. GRADING PLAN DATED JULY 7,2017. + w w 934.0 PROPOSEDELEVATION \O�g� /f �� Q r � I , I p� LOT AREA. 2, B E A R I N G S A R E A S S U M E D P E R P L A T __ � I � O DIRECTION OF DRAINAGE ,.'� f � �Q (1 � �= LOT AREA=10,314 SQ.FT.OR 0.236 ACRES '� � m O� �� ' I � IMPERVIOUS AREA=3,864 SQ.Ff.(37.4%) 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST re, �d� f � I� a W .-4' WIDE I FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND �CS CURB STOP �� N I cD �� SIDEWAL � ! BUILDING FOOTPRINT AREA =2,711 S�.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE — — � �� I � DRIVEWAY =934 SQ.FT. EOF EMERGENCY OVERFLOW ( I a� � a •( PORCH =169 SQ.FT. ARCHITECTURAL PLANS. � � I � ; ' , I SIDEWALK =34 SQ.Ff. LFE LOWEST POSSIBLE FLOOR v� ' CONC.PAD = 16 SQ.Ff. �'/ � a�' � - - ---- -- � ( TC TOPOFCURB LL, I PORC1-I � N BENCHMARKS. � IRONMONUMENTFOUND ( � �� 1032.4 � I TNH LOCATED ALONG THE NORTHWEST LINE _._ � ,� I ( � � OF LOT 8,BLOCK 1,ORONO PRESERVE, i , � I O3 Z.O 1032.4 � ' � HAVING AN ELEVATION OF 1029.34 FEET NAVD E❑ ELECTRIC BOX N a 29• ❑T TELEPHONE BOX ; a � � �� i �� , � I PROPOSED ELEVATIONS: LEGEND � CABLE NBOX J < � � I IQ i------ °�°I ' V�I FI RST FLOOR =1033.79 V V v1 EX/STING TREEM/OODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 I � m -------' LFE � y TOP OF FOUNDATION =1032.4 � ! � � �N PROPOSED �023.5 ZI �� GARAGEFLOOR =1032.0 � � � � � TREEPROTECTIONLIMITS g WATERVALVE N `� ' �\ BASEMENT FLOOR =1023.7 o _ - ! , I� H OUSE �' a ~--- LOWEST POSSIBLE FLOOR =1023.5 '`O4 � SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE w � N � BFE m� , I I REAR =1031.7 � W a I m I023.7 9 FT-FULL '�� ;� I '2�4'-� S I G N/F/C A N T D E C I D U O U S T R E E T O R E M A I N OO SANITARY MANHOLE � �_ �BASEMENT�� " � DAV/D WEEKLEYHOMES PLAN: a _ � I n I , ,2oa--- (P) PROPOSED ELEVATION N " " I t� SICaN/F/CANT CON/FEROUS TREE TO BE REMOVED o ! � 7814 DARLTON I �DARLTON� � � � N I E L E V. A I � I I (E�A'L BASEMENT- ''2�4 --� S I G N I F I C A N T D E C I D U O U S TREE TO BEREM OVED T �� PROPOSED CONTOURS � n- � � I � a PLAN#7814-A � EXISTING TREE a � , � , I AC _ � , � li PLAN DATE:REV.06/02/17 �l ADDITIONAL SIGN/F/CANT TREES-OFFS/TE � N � a EGRESS '� ' WETLAND MONUMENT a � (I� I I W E L L #I IO3I.7 W ER��2 I n I <__�' � N ' � L I � I - BUILDING PAD � I. � � � �3 2 � ' I � /� ADDRESS: .s��PRE�� PRE SILT FENCE � � - N , I� -4 x4' EGRESS � ( N � �` 575 SANDHILL DRIVE �sF�os*�s�� ppST SILT FENCE � CONC. PAD WELL #3 a o 1 '' ,/(I I � ORONO,MINNESOTA « � � N � h � , ! , � � � � BIO LOG o �� 1031.2 � — — ° i � � � � � I � � I � BUILDING S�-E�§ACK —` -`' � � o � � I � '�T�} N � �- u J a David WeeMey Job M: Dafe SYaked: I hereby certily Mat this plen,specMication a repat xas prepered by : / , � ! ( � N/A 03/01/18 me a under my drect supervision arrd fhat 1 am a duy Licensed y � � , , , / Prolessionel Larrd Surve}ror under Minnesda statuf�326.02 to 328.1& ^ i � : �, a � � � � Alliant Job# Checked By: '� DENNIS 8.OLMSTEAD i i � N ' J � 214-0157-OOG01 DBO Print Neme � v � i % ._ ^._ .,y` � .� ,'--_ I 7 I f F'reldCrew: DrawnBy: SigneNre 18425 d MARCH 05,2018 0 _ -- — __. _— --- ._ __J 10 20 40 ce PLF �ra License Number � ' - Lsd� �s� lsd� �s isd� �s �/ � X "'� _ —._—.-�___ Alliant Engineering, Inc. --` S`�� q,3�39��W' 65.�0 EROSION&SEDIMENT G�ONTROL 233 Park Ave s, ste soo � — -- — �- �- � �- — `� — �--- — — -- ORONO, M/NNESOTA Minneapolis, MN 55415 g ___ � _ � 1030� � � �1 � J SCALE lN FEET ` 612.758.3080 MAIN H. P T. �� ! L OT 6, BLOCK 1 � 612.758.3099 Fnx = I j� j ` www.alliant—inc.com o �� o SHEEf20F2 � � • � � sa-a� z� �a-o �s.g• z� a' a•-a• 6-s� ia�-a� T-s� r-�a� T-io� � -------- -- ----------- � � N ; aoaoHs � @74 � i EGflESSW/AREAWaLPER m � c°°e � Z � � —� � � � ; BEDRM 3 � � � � � � - ---- -- -------- --- --------- -------- ------ --- � � � ---- � � ---- s-�a� z-s s-ia z-z� � � aoaoHs aoaoi-5 � �T_4•� �T_y„ � EGRESSW/CAFl�WHIPER EGRESSW/�WBLPER (2�24 26 - BEDRM5 � ----,—R,S---- b o w iDi � � o 0 z� T-e� �-,r � � I�I _ � �_� gATH 3 � � o0 «� � GAMERM � 26 �^ �_�� z� o N C H � O A IPINIm a-�a s-e a-a s-a p � � 1 I I m i i � i i i _----_ z a _ � ------ o� � � � ------ a�� o�, -- o,�n � $ �� i i 12' 13-d' 1g�8" ��'v o� v�� .� N 2b s-ia� � CPT HS � o ,� � r-- � ---------------------------- -� o -- i ��p i �W i N I RFFG. i ' i i i ' L-- J , MECH o` �------------- --------- � ia-7 �-a� �a-r o � �a �----, I F1lRPU\CE I ; L J � � � � � I �n i I ➢p� LI O�y ___'____' '_� x � m. � i i i i GARAGE ; SLAB ; � ��oca� � nraacr�sv�cr�cnnors �, I , � � s-a• �a�-s� �s-a� s-� �s�¢� �a-a is�rz� �ur, y,.s� ��2� �.a sa-a n � 3 � � � �'ll —� � c.�.� �11 � 0 Z G1D � O NOTE:ALL BAS. FLR. CEILING HEIGHTS ADVANCED FRAMING:2X6 EXTER R 9'-0" UNLESS NOTED OTHERWISE PERIMEfERWALLS&ALLINSULATED WALLS UNLESS NOTED OTHERWISE � � y ORONO PRESERVE �007�� os David Weekley Homes �W�kleyHomesL.P. 2016 Z 0 � �,Qf; The measuremenis,dimensions,and other m � � �a o 575 SAN D H I L L D R I V E specifications shown on this document are n r C guidelines for consiruction use only.The � � � 0� �� actual specifications of the finished structure O 0 � �= O R O N O M N `��•• BI�' may vary. This document may not be relied on � Z � � , CN/JP/LU Sca1e;1/H -1 -O N � ` 001 0 c�. L`C� �;�O/��/�� o�,; as a representation of whatthecompleted y 7� VJ nev siructurewilllooklike. ,�W � � so-a �a'-�' ie-a� a•-o a�-p a�-m a•-a �� @B-P T � � rel o ": N � ��vE� �� p � �E RE7REAT � �_r Pn� ir s-ir a�-s� a-s s-a a�-a� a�-c s-c �� aosoFx � �ao6oFx @B-d' @B-P @B-Q' 2ABOFADR HS o "' �� o � $ N 4'-4" 2-P 3-T S-1P �10 x � �� • $N � �� o, �s � �26 �c� q � = m= STUDY =� DINING FAMILY y b y = � �; 4 .'� f� 4� s�n �� z-a a� ,� � '_ $ `�� - m �•'� 4 o� � - r-c z-a ��E a�-r � (7 Y �JJ � � �� = iz � I y � a 1412 � � � �c z-r s-iv �ur s- i � � r —� SH� � _ 2R2S + � y F ILY �c� � c�'i � __ ��`� � N a� 5 g �ro � ;�� L,�' -o v�� `� F � R I i� � _� � � �`� � �v+ � s-a• I s-a a-e � o � y� o � � - �� I r� _ � `�I KRCHEN ��;�� ---�--� i �i „ � � a - _� I� � = � � I _ ', �, y� 4'-r 91 s � `�` '� nv+ oavea g "'I � �, �_JL--� � ? y I ,� �e 2� � � 2$ . � i UTIL � ,�N 2< �D y= SfEPSPBi - � � I r'P �'� � 4 a'. � MM 5 SH�VES � - c 4'-8' 2-@' 3'-6 4'-G 3'-0' B-2 5-0" A �9 n "o ��G y ��T� E� Iy �� - �g c�wr-a�veJrrv� � y � y 4 s � 3080 3 CAR GARAGE �,�i z-g z-g i BEDRM 2 �y � 9i � g yi � I K I � I �ooso�rr �oso �g_a I I �-c a-e s-r I I s-c z-iv iz-r � � ----- ------------- � o � isosocarv�c�000a ;, ----- ----------- — ^: 4 + �� rw�osEo.ro � �� '� irxirwnoo ca�usrawianiRrr.� �w W i2 iz �r sran€a�e,sra� Z Z is is-a� is g-v z-a s-�a z-a m-z z-a �� 18-5 5-6 7L-P 5d-0' VAN I G: �; oi3c c�o-+a�+c�-+ N� � OPTIONLIST PERIMEfERWALLS&ALLINSULATED am ozz D OmayO =N O FN9EDBAS9YBJTW/GAMERM,BEDRA3,&BA7H3 s= ��=m ��'� T� a� WALLSUNLESSNOTEDOTHERWISE rD m mm v � �r �LMfATFAM�Y �nz pypx� mDyp�my pOr ra B�IA�14 vn x m a �o Stl� y- - DD Om om mc�n m 9 < <Z $pKATURl1Y mr ;m m m�= � c�i c�iN ��AT�� NOTE:ALL 1ST FLR.CEILING HEIGHTS a� � .�' N� 10'-0"UNLESS NOTED OTHERWISE 4�p1 41 q1!� � aa �:�10 AADIOLJ ak �a'. � y ORONO PRESERVE ��`b-= o`"�'`'e''"°",�'-P. �'s = a � j°o soo� '� 06 David Weekley Homes T�measurement0.dimensions,e�o�� 575 SA N D H I L L D R I V E apecificatione shown on Mls document are o -� � 01 �;��';°'„��a�';'o"��.�:��re Z Z �= ORONO, MN ��-� � CN/JP/LU sc�e•1/8"=1'-0" m�,�e Thls dxument may rwt be relisd on � —� � 0010 �: 65' �:10/25/17 �,,: as a rePresenUtlon of what the comPleted suuclure will look Iike. ,M � � �----- ---- �� -----------, � � � n � � N � � � m j a o j � � � � � m � m � �m � o� � Z , � i � i - �� 'a �c � � o �", i � N 1 1 � ' 1 � I � I I �------ -'--' - ----------------- - ---------- -------- ---------� (2�1i`1 "LVL _ i — FLlJg-IBOI"fOM — � i � � i i � i i i � i � i � � i i i i i b � i � � � � � i � � i i TS j i o� ' i I — — — — � i i -- - ��+ � i m �q � _ � o �� S m � I � �,� �� o� � — I �.c�� S� .c�i"� m� i ^2 zc�i �z �� / w � � 3 / j , ��'0�,,L � ' (a1 Y78'L�LR.USH � (2j1A�'k18'LVLR1191 � (COPf�.) � I _ _ (WMi.) 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SURROUND PER � , � ---, __ _____ COMMUNITY ;----------; �----------; r 2x4 BRACING � � � � �----- - � WASHER � ; DRYER ; 2x4 CLEAT Z' SINK ANCHORED OR CD SOUTH I I � ; FASTENED TO 7814�A ; ' ' ' STUDS ' ' ' ' I NT-1 UTILITY COUNTERTOP DETAIL FIREPLACE AT FAMILY DARLTON . � SCALE: 1/2"=1'-0" MINNEAPOLIS - . • • ' � � N a w � � � � n � x m �� o�� a cn rn � a m o � n� w m� �� O r � Z r �------ - � LL ' i� . LL��. ��. �� , . u� � T ' D . � . � ' O ' m � 0 � � ' � � r � r � m � : 9'-0" 18" 10'-0" 9'-0" 18" 10'-0" z�c'= � N W �p n Z D � � m � „A n r LL_� � i I I T . LL�� r . 1� � ' II Q • LL_ � . �� . I I � , LL_� N II� � . �� m . LL�� . 1 11 LL�TM i �b LL�.� 14 II . LL�� i�u ii : ri: i u u . i�. n u u �� • u u u ' u' . u u u n . u u i` p u 11 � �11.' � . u n il(JTu.W V II II II . 71. ' II 11 II . il, • 11 11 11 il • II 11 11 ' �I' . II 11 II ' ll' . II 11 I • )1� . z a Z ~�, ORONO PRESERVE os o'7� David Weekley Homes O W��LP. 2016 a � �0 575 SANDHILL DRIVE � 06 Themeasurements,dimenalons,.�do�� apeelficatlons ahown on this dxumeM are r C i 9uldelines for conslruction use only.The � � �� 0■ �� actual speelticatiorro of the Mnislbd sWcture O Z � � = ORONO, MN �� CN/JP��.V �'1/4 �7 �O mayvary.Thladoeumentmaynotberelledon N N � 001 O �: G C� �.�0/��/�� as a representatlon of what the compNted rn V J struMure wlll look Iiks. �� T� �M CERTI�ICA TE OF SURVEY FOR: _�- ��.�.� oQ ,J �� _ �� r ^ �� Q`� ;{_�-�� DA VlD WEEKLEY HOMES M�,R 1 �� ,� p� � O , _?F�� ,, ,��o �030.0 .�... ` 37 �: : ;'�''� �'`�:°�� ; �, `�� ,�_15�6 ; 12800 Whitewater Drive Suite 20 ��Ty of Orono � '` �029 6 Minnetonka, MN 55343 .� 2 (� �_-�RAiNAc & uTiuTY--� E � Planning 8 Zoning Plan Review O _ E EMENT �❑C '3• (�,� �� 0 ` o ;ite Pian Review Date:_ �� _ 5 `` (`� O S �1C�,'PP,OVED �P rc �.�� O !(� ip oA9.2 ❑APPPCVED�.i��-I r� ' . , � t;� trj'�r,i,S'.b� ❑ DE►vt��D (�1.�� /�J � �� 25� BUILD�N� , � p�� SETgACK LEGAL DESCRIPT/ON NOTES: 5taff _ _�' LEGEND: , ___ ----.�.. � � \ 4,39� � LOT 6,BLOCK 1,ORGNO PRESERVE,HENNEPIN �� COUNTY,MINNESOTA. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. g 3�.O EXISTING ELEVATION � GRADING PLAN DATED JULY 7,2017. � � O� LOT AREA: 934.o PROPOSED ELEVATION ��`L� , o \�; Q �0 2. BEARINGS ARE ASSUMED PER PLAT �� DIRECTION OFDR4INAGE iw Q �= LOT AREA=10,314 Sl'�.FT.OR 0.236 ACRES p� d IMPERVIOUS AREA=3,864 SQ.FT.(37.4%� 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST °' SIDEWI A L K \� � � a j � BUILDING FOOTPRINT AREA =2,711 SQ.FT. FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP °i5 � I� U �� DRIVEWAY =934 SQ.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE �o � ARCHITECTURALPLANS. EOF EMERGENCYOVERFLOW � PORCH = 169 SQ.FT. i Rc� J j� I C� SIDEWALK =34 SQ.FT. LFE LOWEST POSSIBLE FLOOR 7.5 . CONC.PAD = 16 SQ.FT. � I 39.00 � I8.50 --- r/,aoN TC TOP OF CURB � i PORCH ��oo ; i w BENCHMARKS: I5.00 c�o 1032.4 - TNH LOCATED ALONI;THE NORTHWEST LINE � IRON MONUMENT FOUND o C� OF LOT 8,BLOCK 1,ORONO PRESERVE, 1032.4 °' N I 032.O � ,;� � HAVING AN ELEVATICN OF 1029.34 FEET NAVD ❑E ELECTRIC BOX � 29 ❑T TELEPHONE BOX s.so i GARAGE ' � _ i (3 STALL) Y z °v� PROPOSED E"LEl/ATIONS: LEGEND 0 cAe�E rveox U I Q w � � � � -- m ``' � FIRST FLOOR - 103379 � � ~ �' - EXISTING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 • `D m � ----- � a TOP OF FOUNDATION = 1032.4 � � � �, oO PROPOSED w p o � � w o 1023.5 o Z r GARAGE FLOOR =1032.0 TREEPROTECTIONLIMITS p WATERVALVE � "' ~ BASEMENT FLOOR =1023.7 � - w z � HOUSE � � �'� �' � ��i LOWEST POSSIBLE FLQOR = 1023.5 S I G N I F I C A N T C O N/F E R O U S T R E E T O R E M A I N O O STORM MANHOLE w � 9 FT-FULL REAR = 1031.7 W �' J BFE 07 at� w ``' m O SANITARY MANHOLE � _ I 023.7 r� � SIGNIFICANT DECIDUOUS TREE TO REMAIN o � � � B A S EM EN T- � Z DA VlD WEEKL EY HOMES PLAN: �P� PROPOSED ELEVATION � J ^ 7814 DARLTON a "DARLTON" SIGNIFICANT CONIFEROUS TREE TO BEREMOVED �, o � � ri � PROPOSED CONTOURS � � �s ELEV. °/�° � 9FT-FULL BASEMENT- I (ELEV.A) SIGNIFICANT DECIDUOUS TREE TO BE REMOVED i � O � � PLAN#7814-A � � � Z 34.00 � EXISTING TREE o � � Q - A C ` PLAN DATE:REV.06/02/17 ADDITIONAL SIGNIFICANT TREES-OFFSITE N � o o EGRESS EGRESS WETLAND MONUMENT �ri /��' (/) i �, wELL #2 �1031.7 WELL I � # F- N i� 16.00 � }� ,R°� CITY OF�ORONO a r� 7.50 _ ------t---------- BUILDINGPAD � o i ai.so �o3�.z ADDRESS: 3 _ - EGRESS WELL #3 �-4�x4� 575 SANDHILL DRIVE SITE PLAN o'�f,RADiNG P�AN w 0�� o CONC. PAD O�� o ORONO,MINNESOTA PPROVED O� � X ❑ APPROVED WITH REVISIONS � 103L2 � � DISAPPROVED � BUILDING SETBACK ��Y /�/�/�4A �� r� � `' r'ToWI►l t�� ' • o Revision Note 03/15i78:Changed house to garage left. T � � ✓�'1 T E � •�•� Da iid Weekley Job N: Date Staked: I hereby certiry that this plaq speci�ication or report was prepared by � N/A 03/01/18 me or under my direct supervision and fhat I am a duly Licensed y Prolessional Land Surveyor under Minneso[a statutes 326.02 fo 326.16 � �� Alliant Job# Checked By.� �i 6 DENNIS B OLMSTEAD o 2140157-00601 DBO Pnnf Neme � 5 Drawn By: Signamre � 5 Ffeld C�ew: � CE p�p MARCH O5,2018 18425 a -- u� -�- AINAGE & UTILI7Y EASEMENT-� � Q �� 2� 4� �e�e LicenseNumber j _�_ --�� X ORONO PRESERVE A°'°�t E�9`�ee�'�9, '�°. . S00 43 39"W 65.00 Z33 Pa�k A�e S, Ste 300 E 1030.3 ORONO, MINNESOTA Mi�neaPo�is, MN 554�5 � SCALE lN FEET ` e,z.�sa.3oao MAw ` H. PT. LOT 6, BLOCK 1 � eiz�sa.3ogs Fnx °' ' ' www.alliant-inc.com o o` �� LI4 / �� SHEEf10F2 OZ � CER Tl�ICA TE OF SUR VEY FOR: _. w�, ,. ,, � J OQ � o�� ;��-�� ' DA VlD INEEKLEY HOMES MAR 1 6 2�'� O � -7�•�� io3o.o , d� ` 6'3� C 1� 12�800 Whitewater Drive Suite 20 ��°'�� '��°�`jv � ,�.�5� �� 2g�6 '�' Minnetonka, MN 55343 � oEo Q � � �� O 1 P �� ° � � � 4-`�,�.D� //J J � � gU1LDIN� � ��.- � �p \ 255E�BACK ' LEGAL DESC;RIPTION NOTES: LEGEND.• \\4�39� LOT 6,BLOCK 1,ORONO PRESERVE,HENNEPIN ��4.�i EXISTING ELEVATION � -- COUNTY,MINNESOT,1. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. o w GRADING PLAN DATED JULY 7,2on. 934.0 PROPOSED ELEVATION �,`' , o� LOT AREA: \�� \�; Q} !r o o c 2. BEARINGS ARE ASSUMED PER PLAT �� DIRECTION OF DRAINAGE T w = LOT AREA= 10,314��.FT.OR 0.236 ACRES � �� d IMPERVIOUS AREA=3,864 SQ.Ff.(37.4%) 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST 4' WIDE-� I �w FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP � � BUILDING FOOTPRINT AREA =2,711 SQ.FT. SIDEWALK � w O> — LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE s � � �,, �� DRNEWAY =934 SQ.FT. �' j' �o � � PORCH =169 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW , j� I , � SIDEWALK =34 SQ.FT. LFE LOWEST POSSIBLE FLOOR CONC.PAD = 16 SQ.FT. � `' w BENCHMARKS: rc roP oF cuRe ' � PORCH _ I032.4 ' � � IRON MONUMENT FOUND TNH LOCATED ALON a THE NORTHWEST LINE � 1032.4 OF LOT 8,BLOCK 1,ORONO PRESERVE, I 032.O �- � � � HAVING AN ELEVATIGN OF 1029.34 FEET NAVD ❑E ELECTRIC BOX � i GARAGE � � � z �� rE�EPHONE aox � i (3 STALL) Y � o� PROPOSED E-LEVAT/ONS: LEGEND ❑c cae�E rveox � Q �� o0 � Y �______ m O SET CAP IRON MONUMENT 18425 � a LFE ` '- ' � FIRST FLOOR =1033.79 EXISTING TREE/WOODLAND BOUNDARY �n m `------- N TOPOFFOUNDATION = 1032.4 o Qj w 1023.5 PROPOSED �' GARAGE FLOOR = 1032.0 ° � TREEPROTECTIONLIMITS g WATERVALVE � N `� � `� � BASEMENT FLOOR = 1023.7 � " HOUSE � � , o � LOWEST POSSIBLE FLOOR = 1023.5 SIGN/FICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE � w � m 9 FT—FULL BFE � , REAR =1031.7 SIGNIFICANTDECIDUOUSTREErOREMAIN OO SANITARYMANHOLE E o � � B A SEM EN T— �0 2 3.' � °- DAV/D WEEKLEY HOMES PLAN: o ' ' (P) PROPOSED ELEVATION N o � `� 7814 DARLTON "DARLTON" SIGNIFICANT CONIFEROUS TREE TO BEREMOVED o w � ELEV. "A�� 9FT-FULL BASEMENT PROPOSEDCONTOURS � O _ (ELEV.A) SIGNIFICANT DECIDUOUS TREE TO BE REMOVED i � � m � p c PLAN#7814-A � EXISTING TREE o � � , , PLAN DATE:REV.O6/02,'17 ADDITIONAL SIGNIFICANT TREES-OFFSITE N � � - A C WETLAND MONUMENT � EGRESS 1031.7 EGRESS � N wELL #2 � WE�L J{I �' BUILDING PAD � a `� ' � } I - ADDRESS: C I TY 0 F 0 R 0 N 0 • � °�� S: � PRE SILT FENCE 3 o ,� 1031.2 = f WE R��3 �-4k4' �, 575 SANDHILL DRNE SITE PLAN _�RADING P�AN � SF� 's � �`� POST SILT FENCE � , X CONC. PaD ; ORONO,MINNESOTA PPROVED � � � � BIOLOG o ` io3i.2 ❑ APPROVED WITH REVISIONS � ❑ DISAPPROVED o ` �� °� I BU�LDING SETBACK � ��s U � BY �e�a� �►wa�/��+ OR� o -_ ; � �' DATE 3•16' I� � , _ David Weekley Job#: Dafe Staked: I hereby certity that this plan,specilication or report was prepared by � , N/A 03/01/18 me or under my di2cf supervision end Ihat I am a duty Licensed N � Prolessional Land Surveyor under Minneso[a statu[es 328A2 fo 326.76. ^ - �� Aliiant Job# Checked By: DENNIS 8.OLMSTEAD � 6 � 2140157-00601 DBO PnnWame� � `�_`—_ j Field Crew: Drawn By: Signefure � MARCH O5,2018 1&425 p CE PLF Dare LicenseNumber N ,�� ,� �_, � _� � �s<� � _�s � �� 2� 4� � —" X Alliant En ineerin Inc. S00 43'39��W 65.�� EROSION& SEDIMENT CONTROL z33 Pa�k 9n�e S,9Ste 30o E 1030.3 ORONO, M/NNESOTA Mi��eaPo�is, MN 554ts � H. PT. SCALE lN FEET LOT 6 BLOCK 1 � 6iz.�se.3oss MAX °' "i �, www.alliant—inc.com o 0 ��- 04LgL / �� SHEET20F2 �� FOUNDA TION AS-BUIL T FOR: J �- ;1_�-�� ° DA VlD WEEKLEY HOMES :<.�-v�=�� O , _�6�2 „ io3o.i � �_��6'3� 12800 Whitewater Drive Suite 20 �� J �`�'�a �� 29 6 � Minnetonka, MN 55343 ,r� .�: � � �_-DRA�EASEMENTILITY--�� E ❑T t„, ;�;� •,.,:J ' • O � 5 � �� O CS P ;.� _ � SAN= ��.� � 1019.22(P) �.�/,//'J t� � \ 25 6 g pCK� �, �� SE LEGAL DESCR/PT/ON NOTES.' LEGEND.• � \ 4�39, LOT 6,BLOCK 1,ORONO PRESERVE,HENNEPW �. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. �34.0 EXISTING ELEVATION !�t COUNTY,MINNESOTA. ��g o w GRADING PLAN DATED JULY 7,20». 9 34.0 PROPOSED ELEVATION �� o ��r o� LOT AREA. 2. BEARINGS ARE ASSUMED PER PLAT �Q � o �o _� DIRECTION OF DRAINAGE w} �= LOT AREA=10,314 SQ.FT.OR 0.236 ACRES � �¢ � IMPERVIOUS AREA=3,864 SQ.FT.(37.4%) 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST � CS CURB STOP 4' WIDE-� � �w FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND a � BUILDING FOOTPRINTAREA =2,711 SQ.FT. SIDEWALK �\ � O? — DRIVEWAY =934 SQ.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE 5 "' �o � PORCH = 169 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW I � �032 44 � SIDEWALK =34 SQ.FT. LFE LOWEST POSSIBLE FLOOR (W) CONC.PAD = 16 SQ.FT. ��M�- - - 7.5 TC TOP OF CURB � PORCH II.00 � 1850 w BENCHMARKS: • IRONMONUMENTFOUND 7.5 r� - I032.4 - TNH LOCATED ALONG THE NORTHWEST LINE � I5.00 o N � � � OF LOT S,BLOCK 1,ORONO PRESERVE, ❑E ELECTRIC BOX 10324 � I 032.0 � � HAVING AN ELEVATION OF 1029.34 FEET NAVD C� 29. ❑T TELEPHONE BOX 5 50, GARAGE ' � � = LEGEND ❑C CABLE NBOX � � o i (3 STALL Q � � PROPOSED ELEVATIONS: a � CO � �---___ m w O SET CAP IRON MONUMENT 18425 iO � t-- �, � FIRST FLOOR = 1034.09 EXISTING TREE/WOODLAND BOUNDARY N � � /am LFE ._______ � ¢ TOP OF FOUNDATION = 1032.4 o � I N o 1023.5 PROPOSED o � } GARAGE FLOOR = 1032.0 ' '" TREEPROTECTIONLIMITS � WATERVALVE � � � � N Z � oi � o � BASEMENT FLOOR = 1023.7 0 - W z � H OUSE J LOWEST POSSIBLE FLOOR = 1023.5 � SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE N w o � � � W v' 9 FT—FULL BFE m' � REAR =1031.7 O SANITARYMANHOLE o w ¢ � �n ' SIGNIFICANT DECIDUOUS TREE TO REMAIN ` o = > m BASEMENT— �023.� � Q DAV/D WEEKLEYHOMES PLAN: , �P� PROPOSEDELEVATION a _ � � � z ` SIGNIFICANT CONIFEROUS TREE TO BE REMOVED o � 7814 DARLTON � "DARLTON" MEASURETOPOF 3 � � � � ELEV. ��A�� 9 FT-FULL BASEMENT- �M� FOUNDATIONELEVATION mN � SIGNIFICANT DECIDUOUS TREE TO BE REMOVED � O � (ELEV.A) Q ``' � PLAN#7814-A PROPOSED CONTOURS `` � � a 34.00 PLAN DATE:REV.06/02/17 ADDITIONAL SIGNIFICANT TREES-OFFSITE � � � a - AC EGRESS �5 � EXISTINGTREE � � o o ECREss �1031.7 � � � ,n WELL #2 WELL //I WETLAND MONUMENT � I o m I- N i 16.00 } _ � 7 5 EGRESS �J I03 L 2 ADDRESS. BUILDING PAD a o wELL //3 �-4�x4 575 SANDHILL DRIVE � CONC. PAD ORONO,MINNESOTA � c X 'o 103L2 � i � m BUILDING SETBACK � a i � � Cavid Weekley Job#: Date Staked: l hereby certily that fhis plan,specilication or report wes prepared by � N/A 04/09/18 me or under my direct supervision avd that 1 am a duly Licensed j Prolessiona/Land Surveyor under Minnesofe statutes 326.02 to 326.16. � �� Alliant Job# Checked By: DENNIS B.OLMSTEAD , A�-� _ � 2740157-00601 DBO PrinfName� �� `�"�_. % e 5 5 Field Crew: Drawn By: Signature APRIL 09,2018 18425 0 / N \ � O �O no AO Date LicenseNumber x ,n _�—DRAINAGE & UTILITY EASEMENT—� L Y ��-- —� Alliant Engineering, Inc. � ORONO PRESERVE � z33 Pa�k Ave S, Ste 300 E _ S�� 43'39��W 65.�� ORONO, M/NNESOTA ^^��eapoi�s, MN ssais � 1�3�.3 612758.3080 MAIN SCALE lN FEET � H. PT. LOT 6, BL CK 1 T- � 6iz.�sa.3o9s Fnx =_ I' '• � 3 www.alliant—inacom o o` Zo��- ooZ�L/ Foundot�� A-S - �t i � �"