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Home My WebLink About2017-01067 - new structure F r � CITY OF ORONO * z 0 1 7 - 0 1 0 6 7 * 2750 KELLEY PARKWAY DATE ISSUED: 09/26/2017 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 570 SANDHILL DR PIN : 33-118-23-24-0016 LEGAL DESC : ORONO PRESERVE : LOT 9 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 414,000.00 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 3,088.12 PLAN REVIEW 671.58 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 207.00 12800 WHITEWATERDRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#: BUIL-BC697545 TOTAL 6,451 JO Payment(s) CHECK 2740549 6,451.70 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 does 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 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at an time for due cause. �/2 G�� {�v � �d�� /7 Ap lica Permi Signature Date Issued By ignature Date r , , � CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O A, MailiPO B x 66. 1 a'�� Permit number. �p/7-O!d(l7 <yO , Crystal Bay, MN 55323-O O S6 O Date received: �'S`�� ,, StreetAddress:' �� Received by: �F! G� 2750 Kelley Par y � Pfan review fee: 17-O/D�Of� qkFSH��c. Orono, MN 55356 � ' /� �. Main: 952-249-4600 Tot Fee: Fax: 952-249-4616 wwyr.ci.orono rrin us �j�� /7-OJD�� This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ;, .. Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service ill be required unless applicant demonstrates su�cient on�site parking is available. Non-permitied events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: N8171@: David Weekley HorriF,s State License# ac69�sns Expiration Date: Phone: (cell) s12.��6.2Ez, (o�ce) Mailing Address: �2soo wn�tewace�o��f, s��ce zo Cit : �n�n��to�,ka Z�P; 55343 COI1t2Ct P@fSOft: Kevin Cummins Applicant is: Contractor / Homeowner �a�ie o�s� Et1181�211C��0�FaX: �r�z;nmins(�dwhoilie�,co�n PROPERTY OWNER INFORMATION: Name: ^�:, . ,a�o�:,. Phone(day): �,�v'�; �z.a62.6�3? Address: �s�� City: ZIP: Email and/or Fax n,;� �n,e5.�om ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address _, E�t��,su�ce zso City: a�„�� r�<� ZIP: 1=+00; Email and/or Fax: PROJECT INFORMATION: Descri tion of ro'ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8 Water Supply � New Construction � Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck � Public Sewer ❑Accessory Building ❑ Single Family with ❑ O�ce/Commercial ❑ Relocation detached garage � Residence ❑ Private Sewer ❑ Other: (specity) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater � Pubtic 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.minnehahacreek.or Estimated Construction Valuation (excluding land) $ zso,000 ��, � � r�� t��a-�- CITY OF ORONO Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) , �c ,l � /' J a. Length (ft.)= �_ Number of bedrooms= "1 2. Occupancy: C/` l 1 b.Width(ft.)= � Number of garage stalis: � 3. Occupant Load: Areas in sauare feet Attached= � c. Basement= l�� Detached= 4. Type of Construction: � � d. 1gtStory = �?r�'f� e.2"d Story= � � ' S. Code Edition: �O`7 �-! ��'L f. '/Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ Buildin Permit Escrow A reement and Fees O Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 Yz x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size,to scale rrieetin ALL surve r uirements ❑ Hardcover Calculations ❑ Se tic S stem Certification ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired � :31 /7 ❑ Landsca e Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP 0 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 governrnental 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. _� Applicant's Signature: C� < Date: ��.5/��7 Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � �L e-�'��1 �\ �r�v� Permit No.:2�� -CI �'�� Description of work: Nv�� _� Date Rec'd: � I �> [ l � Septic review by: ��_� � �J�� '��ate Approved: �—' Zoning review by: Date Approved: �'�' � Building review by: * Date Approved: � / Grading review by:�•LP(Y'1� rr: �W(,y7�f�� Date Approved: '�l'LZ• � � Zoning District: Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution / NA Zoning: Lot Area: (-�; I �fi�AC Width: �0 G� � Structural Coverage: SF % Survey Submitted: �'es 0 No Date of Survey: � �� Revised date(?):�� '1 � Landscape plan submitted? � Yes Landscaper: �'F..> �iY W v�(/� � 0 No/ None proposed Pro osed Setbacks: Front'(�ke) Rear(Street) ( � E W ) ( N ��EO W ) Other Buildings Wetland Side Side �Z` � 10 Buildin Hei ht Anal sis: Distance Between First Floor and defined Top of Roof"`(See"building height" �a� 2� G� definition : First Floor Elevation from buildin lans : (b) u' � Highest Existing ground level (per survey)or 10' above lowest ground level, whichever is lower: �� '��'7' Difference between b and c *: (d) 2, � DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) �g�� If hi hest existin ad"acent rade is below FFE-Hei ht is a + d Shoreland District MCWD Permit Average Lakeshore Setback gluff Met? Yes p No Permit Number. � - 0 Yes � No N/A � Yes No 0 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 � Yes No � Yes No 1 2 3 � 5 � Type(s): Type(s): MU''!�c=' -''�j �- `� � � a 1 �12 +`� �-�� r`-� ; �;�,�,�;� F '��- �i-��D Y''�.! ;.�. F, �� "� �J Updated: June 2017`,-' , °;° ' �'�, -- ��,�,� �' �� _ �� / z:\forms�plan review checklis'CO6-2017.docx Fees to be Char ed YES NO Permit Plan Review (/` State Surcharge Investigation Fee l/' SAC-Number of SAC Units 1-�f/n i-{� Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ � �- - . ��. vn,�in rs e,� Z,v x -�, � _ $ 2"d FIOo� �c.,�� T � G L. X � _ ,�! �� ^ - � � ( �(! .e� Garage Z�. X �� ' _ $ Z. �zZ � Estimated Construction Value: � ��7', �� ✓ Orono inspections Required Work Requiring Separate Permits �Footing 0 Site �j Plumbing 0 Grading/Filling �Poured Wall Silt Fence/Erosion Control Mechanical � Fire �-Foundation Survey � Hardcover Removal �.Fireplace � Water Connection 0 Framing � Other(specify) � Masonry �Sewer Connection �Waterproofing/Drain tile �K Mfg. 0 Lawn Irrigation 0 Foundation Waterproofing � Other(specify) � Landscaping �Framing 0 Septic �Insulation �As-Built Survey � Final � Lathe Required State Permits 0 Other(specify) 0 Well O Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form O 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 , , Builder Acknowledgement Form Permit #2017-01067 / 570 Sandhill Drive Builder Representative Name:��iYlN (,✓�+--vh r hd 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 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. ��C 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 ``�.f and repair of roadways for any adverse impacts. 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 G'�"` 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 G'v 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\570\builder acknowledgement form 2017-01067.docx , , Christine Mattson From: Robert Bean <bobbe@bolton-menk.com> Sent: Tuesday, September 19, 2017 3:15 PM To: Christine Mattson Cc: Adam Edwards Subject: 2017-01067 - 570 Sandhill Drive Christine, I have completed review of the information submitted for 570 Sandhill Drive in Orono Preserve,and following are my comments for your consideration: 1. The existing grades in the rear yard are too high and will impede runoff flowing from the adjacent lot to the north. During construction,the rear yard should be re-graded to be within acceptable tolerance of proposed .�''1 grades indicated on the approved development plans. 2. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any aother work. Contractor should provide a minimum 24 hour notice prior to inspection. 3. Contractor must exercise care during construction to not block traffic on Sandhill Drive.Clear drive lanes must be maintained at all times. 4. A permit from Minnehaha Creek Watershed District should be required for their Erosion Control Rule. A copy of the permit should be provided prior to any land disturbance. If you have any questions or comments, please contact me to discuss. Thanks, Robert E Bean Jr. P.E. Water Resources Project Engineer Bolton&Menk, Inc. 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Phone:952-448-8838 ext.2892 Mobile:612-756-3184 Bolton-Menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com i �-� City of Orono 4oNo Hardcover Calculation Worksheet a , Property Address: CJ?U 5��L� �`� sf e t�kfSHORE Prepared by: Date: �wvcS ��.1.�k I,�w, }�a��g 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 calcufate hardcover square footage se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet Exam le Gara 24'x 30' 720 S.F. A i�. S.F. B S.F. C S.F. � S.F. E ab l� 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. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. 2 S.F. 1 Total Pro sed Hardcover S.F. Excludable Hardcover See CI Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total Exdudable Hardcover S.F. 3 Net Pro sed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area d7 S.F. Proposed HaMcover Percentage [(3)+(4)� 3�,g °� RECEIVED SER 1 8 Z017 This is an irifom►ation padcet►sgarding Harricover. Every ef►ort has been made to insure the accuracy of tire infomiation contained herein;however,N any information is not cons�'stent with prnvisions of the City Code,the Code provisions will prevail. C�OF ORONO Page 9 of 9 �-��o C ITY OF ORONO �1 ,�. Street Address: Mailing Address: Telephone(952)249-4600 ��t� Gti� 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 j•9kFs��4. Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us September 14,2017 Kevin Cummins David Weekley Homes 12800 Whitewater Drive#20 Minnetonka, MN 55343 Re: Building Permit Application#2017-01067 570 Sandhill Drive On September 5, 2017 the City received a building permit application for a new single family house. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: �•`� � 1. Certificate of Survey. A survey dated 8-28-2017 was submitted, however it is missing the landing off of the kitchen/dining room. Please provide two copies of an updated,full-size certificate of survey 2. Hardcover Calculations. The property is located in Tier 4 of the Stormwater Quality Overlay District which � allows 50% of the gross area of the lot to be covered in hardcover. While staff doesn't feel the missing hardcover/landing is an issue, accurate information is important. After the landing has been added, please (�.��1 provide updated hardcover calculations. Don't hesitate to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � � _, I' Y�,�� Christine Mattson Planning Assistant c via email Kevin Cummins Dennis Olmstead . Roger Peitso, Buildin�Official �o�o C IT�' C�F C�RO�IO► � � RESOLUTION OF T'HE CITY COUNCIL ti � F Gti ' � 1 �, N O. ;� � -9kESH�� . RP�JJD District Minimum Proposed Flexibility SFR Standard Lot Standards Re uired? Minimum lot size: 15,000 square feet 7,500 s.£—66,000 s.f. Yes (incl.wetlands) 24 of 39 lots< 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- all 125' + No Minimum front building setback(to 25 feet With blvd. sidewalk: 25' yes internal streets): W/O blvd. sidewalk: 20' 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 Minimum side yard setback: 10 feet 5 feet, 7.5 feet, or 10 feet Yes 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: M�imum of 30 feet (Not defined) No All dwelling units, including manufactured homes, shall have a depth of at least 20 feet far 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 l�atio (F�). Zoning Code Section 78-1403 limits Lot Coverage by �tructures 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 individuallot Floor Area Ratio (FAR= gross area of all floors divided by�os_s lot area) of 0.5.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. I�ardcover. 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 area. Only the smallest of the proposed lots would appear to approach that limit. 18. Public Streets. A1139 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 � . 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I Y Y.i � --'' ,i_i.._....---J.�i1,__ i �p� � � _ .�� _ J U�I W F � ``�� ' � t V�� 0 � ' �' � �� i � W i i-- �----��-----�; �� w — — — — --- � � z _ _ � a z ; ------ ---- � O � /�� fi�r�dMa^�erlrur,w C Z O Z � r-- �-- ------- ------. � � O z i / ----- - � O o i I � �.asu�+��s��-vs�swn\•uawVs�a�\sioc�� 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 aR�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 ertificate 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 �rmitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: Permit #: �U / 7—(� / O Co`7 Last Updated: January 2016 � � New Construction Energy Code Compliance Certificate Dau Certiliesa Posud Per R4013 Building Certificate.A building catiScate shall be posted on or in the elearical distribution panel. ,��,�9�,�.7 Mailmg Add�eav of the Dw�dline or Dwdlmg Unit 7821 Name of Rnidentid Centractor MN licaue Number David Weekle Homes c�ty et,�tv 7821 RADON CONTROL SYSTEM o Type:C ac T af App X Passive(No Fan) g� v F � L'y' Active(With fatt and monometer or �, �� a � 'a o � other system monitoring device) � � w y ts. �� o a � y� v � � � Q m � � V � � � Location(or future Location)of Fan: ,� � � � � o ti � o � w � � Insulation Location rx �� o � � v � W = `� ' ° ,� ,P3 � ro � ��c'o m E-° � z° �,, r,, 4,,, k°, � a a Other Please Describe Here Below EnNre Slab X Foundation Wall R-10 X e�cterior Perimeter of SIa6 on Grade X Riro Joist(lst Floor) R-20 X �nterior Rim Joist(2nd Floor) R-2� x Imerror wan R-20 X Ceilin ,tist R-49 X Ceilin ,vaulted R-30 X Bay Windows or cantilevcred areas R-30 X Ioors over uncondiHoned areas R-38 X Describe other insalated areas Buildin Envelo e air Ti htness: Duct s stem air ti htness: Windows 8 Doors oatin or Coolin Ducts Oufsids Condifioned S ces Average U-Factor(excludes sky7ights and one door)U: 27-.31 Not a licable,all ducu located in wnditioned s ce Solaz Heat Gain Ccefficient(SHGC): 25-.29 -8 R-vafue MECHANICAL SYSTEMS Make-up Air Select a Type A 1'wncas Heatin S stem Domestic R'ater Heater Cooling S tem X Not required per mech.code Fae1 T NAT GAS NAT GAS R-410A Passive Manutacturer B ant Rheem B ant Powered lnterlocked with e�chaust device. Modet 912SB48080S17 PROG5042NRH67PV BA13NA042 Describe: �p�� 80000 Capacity in 50 Output in 3,5 Other,describe: Ratin or Size BTUS: Qallons: Tons: AFUE or 92% SEER� ]3 I,ocation of duct or system: fficiency HSPF% EER HEAT 1055 HEAT GAIN LOOt1NG IAAD RESIDENTIAL LOAD CALC 59156 31306 37224 Cfin's ou uc Mechanieai Ventilation 5 stem "metal duct Describe any additional or combined heating or cooling syst�ms if installed:(e.g.two fumaces or air Co�nbustion Air Select a T e ource heat pump with gas back-up fumace Not required per mech.code Se[ect Ty e X Passive Heat Recover Ventilator(HRV) Ca acity in cfins: Low: Hi h: Other,describe: Energy Recover Ventilator(ERV)Ca aci in c&ns: Low: 50%=88 Hi : 100%=176 Location of duct or system: Balanced Ventilation Ca iTy in CFMS: fU��8C2 fOOfTI Locations of Fans,describe: Cfin's Capacity continuous ventilation rate in cfins: 85 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 170 "metai duct < �, , 7821 HVAC Load Calculations for David Weekiey Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Rd. Plymouth,Mn 55447 763-473-2267 Thursday,January 19,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manua!D. • y � ' � Rhvac-Resider�tlal 8 l.igM Co�nerciatHVAC Loads Eliba 8ottware D�velopmeM,inc. Sabre fllurrtbing&Heating � . 78?1 ; , , P outh MN 55447 ` ; e _ Pro'ect Report � °s � � . fg �f �• 3 k: , :�, Y a ��:...� Project Title: 7821 Designed By: Josh Gray Project Date: Thursday, January 19, 2017 Client Name: David Weekley Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Rd. Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray�sabreheating.com Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoo� Grains DYy Bulb Wet Bulb BS1.HU�1 B�LHUm D�Y..Bl11l2 Difference Winter: -15 -12.38 Na 30°k 72 29.40 Summer: 88 73 50°k 50°� 75 35 Total Building Supply CFM: 1,421 CFM Per Square ft.: 0.369 Square ft. of Room Area: 3,848 Square ft. Per Ton: 1,241 Volume(ft')of Cond. Space: 34,632 Total Heating Required Including Ventilation Air: 59,156 Btuh 59.156 MBH Total Sensible Gain: 31,306 Btuh 84 °�6 Total Latent Gain: 5,918 Btuh 16 � Total Cooling Required Including Ventilation Air: 37,224 Btuh 3.10 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manuai D. A8 computed results are estimates as bui{ding use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs�David Weekley Homes\�UNTTLO.rh9 Thursday, January 19, 2017,6:57 AM ' Rhvac-ResideMfal&l3ght Commerclal HYAC Loads Eli6e 8oitv�rare Developn�er�Inc. P � Sabre PWmbing&Meatin9 . 7821 P MN 55447 ' ' P e 3 Load Preview Report __� : ; E � ; � � ; Sys� Sys� SYs� ` Net; ft'i I Sen; Lat; Net! Sen; Duct ; f � Htg; Clg; Act` Scope , Ton; /Ton, Area Gain� Gain; Gain loss , r Size ,___---__....___.._._. .____ __.._._._.__.._.. ._ __._ .b._._.___i ' �___ _.�____._.._'._ CFM: CFM. CFM ..._ ..r_..___!___.._�_ ._____._ ___..z __u_..__ ____._..J....__....._ Building y 3.10 1,241 3,848 31,306 5,918 37,224 59,158 705 1,421 1,424 System 1 3.10 1,241 3,848 31,306 5,918 37,224 59,156 705 1,421 1,421 12x20 Ventilation 943 3,944 4,888 6,314 Supply Duct Latent 50 50 Retum Duct 25 22 47 167 Humidification 5,582 Zone 1 3,848 30,338 1,901 32,239 47,093 705 1,421 1,421 12x20 1-Lower Level 1,272 3,132 0 3,132 10,218 153 147 147 2-5 2-Main Levei 1,272 17,465 1,901 19,366 17,664 264 818 818 8-6 3-UpperLevel 1,304 9,740 0 9,740 19,211 288 486 456 5-6 I � ; i l I � 1 � I i � � ---- -- - M:\Sales and Estimating\Heat CaIcslDavid Weekley Homes\�UNTTLO.rh9 Thursday, January 19, 2017, 6:57 AM siceada.�s �gg� � 1/19/2017 `°°`�°``°` Sabre Heating And A/C `°'�d Josh G. Sedion A Ventilation Quantity (Determine quantity by using Table R403.5.2 a Equation 11-1) Squaze feet(Conditioned area including 3�8 Total required ventilation 170 Basement—finished or urdinished) � Continuous ventilatfon �c Number of bedrooms v Dircttions-DetermJne Me totol an�continuous ventNation rote by either uslnp Ta61e R403.5.2 0►equatlon 11-1. The roble and equatton are bebw Table R403.5.2 Total and CoMinuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 S b 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 3 2001-2500 80 40 95 48 110 55 125 63 140/70 155 8 25013000 90 45 105 53 120 60 135 68 150 5 165 83 3001-3500 100/50 115 58 130/65 145/73 160 80 175 88 3501-4000 110 55 125 63 140 0 155 8 70 85 185 93 4001-4500 120 60 135 68 150/75 165/83 1S0 90 195 98 4501-5000 130 65 145 3 160 80 175 88 190 95 205 103 5001-5500 140 0 155 8 170/85 185/93 200 100 215/308 5501-6000 150/75 165/83 180/90 195/98 230 305 225/113 Equation 11-i (0.02 x square feet of conditioned space)+[35 x(number of bedrooms+1)]=Total ventilation rate(cfm) Tota)ventilation—The mechanical ventilation system shall provide suffitient 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 redudion 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,shail 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. Sedion B Ventilation Method (Choose either balanced or e�Aaust only) � Bala�ced,HRV�Haat Recovery Ventilalor)or ERV(Energy Recovery Exhaust onty Venrilata)—cfm of unit in bw must not exceed continuous Continuous fan nti�in cfm low cfm: o o High cfm: ��c Continuous fan rotiry{in cfm(ppacity must not exceed oa V conNnuous veMUatlon rotlng by more than S00%) Diredions-Choose the method oJ ventilutlory 6abncaed or exhaust only.Babnced ventilation systems ore typkaNy HRV or ERWs fntn the bw and hlph cjm amounts.Low cJm a!r flow must 6e equal to or grroter thon the requJred coMlnuous veMlbtbn rate and kss than 100%preater than the cont7nuous rote.(For inslonce,y the bw cJm Is 40 cJm,fAe venttMUnn fan must not exceed 80 cJm.) Automotk mMrols moy olbw the use oJo larper fan that k operoted o penentape of eoch hour. Sedion C Ventilation Fan Schedule Descri tion Location Continuous Intermittent Dlrectlons-The veniBatkn jan sehedule should descrlbe whot the jan&jor,the lecatbn,cJm,o�whether It h used Jormniinuous or lntermittent ventilation.The fan thai a chau for eontlnuous venflbtbn must 6e equal to or greatei than the low cfm a!i roting ond kss than 100%greater than the oontinuous rate.(for instonu,y Me low qm(s 40 cJm,tbe coMinuatt vent(laHon fan must nof exceed 80 cjm.J Automotic controls may allow the uu of a k�gerjan that B operated a percentage oJeoch hour. SecNon D Ventilation Cont�ols Describe eratlon and conuol of the wMinuous and intermittent ventflation ERV has wall coMrol set to 50°k=86 CFM ERV has wall contrd aet W 100%=778 CFM Dircctions-Descrlbe the opemdon cf the veMllotion system.There shoWd be adequote detail Jor plon revlewen and InsAectors to verlfy desipn and installallon mmpllanu.Rdated trades oLw need adequate detoil Joi placement of cortbols ond proper operodon of tfie 6uilding ventibtlon.IJexhaust fans on used Jor bni7dinp vendlotlon,describe ihe operatlon and location oJany coMrols,indkaton ond kpends,ff an ERV or HRV is fo be installed,deseribe how k wll!6e irutalled.ff!t wlU be rnnneded ond IMerJaced with the ofr handling equlpmen;pkase deuNbe wch connections os detoiled in ihe monuJodures' instalbtlon instructlons.y the instalbtlon Jnstnatrons rcqulre or rerommend fhe equipmen!ro be(nffiAocked with ihe alr handllnp equ3pmeM for proper operodon,weh Intermnnection shoN be mode and deurlbed. Diredions-In order to determine the makeup air,Table 501.4.1 must be fllled aut(see beiow).for most new�insbllatbns,column A will be appropriate,however,ff atmospherMztly veMed appliances w solid fuel appliances are installed,use the approprfate column. Please�ote,)f the makeup a1r quaMlty is negative,no additla�al makeup afr wfll be required for ventilatfon,if the value is positive refer to Table 501.4.2 and size the openf�.Tra�der the cfm,size of opening and type(round,recta�gular,flex or rl�id)to the last tine of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS didonal comhustbn alr wfll be re uired for combusGon a Ilanca see KAIR method for cakulatbns pne w muRipk power One or mukipla fan- One atmospherically vent Multiple atmospherkal- vent or direct veM ap-pUanca assisted applianca and power gas or oil appflance or one solid ly vented gas or oil applh�a or no canbu:-Uon appliances vent w dMect vent appllances fuel applience or soUd fuel applfanees Column D Cotumn A Column 8 Column C i• 0.15 0.09 0.06 0.03 a)presswe factor (cfm/s� b)conditioned flqor area(sf�(indudMg �o A Q unfinished bauments) v�tv Estimated House InfllVation(cfm):(1a 577 x lbj 2.Exhaurt Gpadty a)continuous exhaustonly ventflatlon system E RV � � (dm);(not app8wele to ba-lanced ventilatlon systems sueh u NRV) b)dotfia dryer(cfm) 135 135 135 135 c)80%at largest exFwust radr�(cfml; Krtchm hood typicaly 240 (not appliable if redreubdry{systam or if powered mak�p air is electrically interlocked d)SO%of aext largat exhaust rating NOt tctm);bacn tan cy��caiy Applicable (not appliceble if recirculaUna system or if powered makeup afr Is electrically irrterlaked Totat Exhaust capacity(cfm); 375 [2a+�b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)Dotal e�aust apaNty(irom above) b)estlmated house in8ltretion(from 577 above) Makeup AM Quantity(efm); I3a—3b) _/1 O/1 (ff vslue Is negative,no makeup air is needed) L L 4.for makeup Air Opening Sizina,refer toTab1e501.4.2 NOT REQ. 0.Use thls column N there are other than fanassisted or atmospherlcatly vented gas or oil appliance or if th�e are no combustion appliarrces.(Power vent and direct vent applfances may be used.) 8.Use this wlumn H there Is one fan-assisted appliance per venting system.(Applianca other than atmospherkally vented appllances may also 6e included.) C.Use this column N there fs one atmospherkally vented(other than fan-assisted)Qas w ofl appliance per venting system or one solid fuel appliance. D.Use this column if there are multlple atmospheNcally vented gas or al appliancea using a common veM or If�ere are atrnoapherically vented gas or ofl applmnces and solid fuk appliances. . , Table 501.4.2 Makeup Air Opening Sizing Table for New and Ex�tPng DwelHng Units One or multlple power One or multiple fan- One atmospherirally vented Multlple atmospherlplly Duct di- vent,direct vent ap- assisted appliances and gas or ofl ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pUances or sofid fuel tfon appliances appliances Column B appHance appliances Passive opening 1—36 1—22 1-15 1—9 3 Passiveopening 37-66 23-41 16-28 SO-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passiveo enln 164-232 1 1-143 70-99 43-61 7 Passive nin 233—317 144—195 300—135 62—83 8 Pauiveopening 318-419 196-258 136-179 84-110 9 1 Pauive opening 420—539 259—332 180—230 311-142 10 w motwized dam er Passiveopening 540-679 333—di9 231-290 143-179 Si w/motorized damper Powered makeup air >679 >419 >290 >i79 NA Notes: A.An equfvalent length of 100 feet of round smooth metal dud fs assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determf�e the remaining length of stretght duct allowabte. e.If flexible duct Is used,inttease the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compreued duct shall not be aaepted. C.Barometric dampers are prohfbited in passive makeup air openings when arry atrnosphericaUy vented appliance fs installed. D.Powered makeup air shall be eleCVicalty interlocked with the largest exhaust system. Combustion air Not requfred per mechanipl code(No atrnaspheric or power vented app�lances) � Passfve(see IPGC Appendix E,Worksheet E-1) Size and type 4"rid @d 5"fl@X Other,describe: Explanation-If no atmospheric or power vented applfances are installed,check the appropriate box,not required.If a power vented or atmosphericaily vented appiiance installed,use IFGC Appendix E,Worksheet E-1�see below).Please enter size and type.Combustion afr vent wpplies must commu�icate with the appliance w appliances that requfre the combustiai alr. Section F calculations follow on the next 2 pages. . � Diredions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infihration 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:Comp�ete vented combustion appliance information. Furnace/Boiler: 80000 reft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent water Heater: 40000 raft Hood �Fan Assisted �ired VeM Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 720 fta LxWxH 9 L 10 W 8�H Step 3:Determine Air Changes per Hour(ACH)i Default ACH values have been incorporeted 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 COUNIT DIRECT VEMT APPIIANCES) 4a.5Wndard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Requlred TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)ts greo ter tha n TRV then no outdoor openings are needed. if CAS Volume(from Step 2)1 s less th an TRV then go to STEP 5. 4b.Known Air Infiltratfon Rate(KAIR)Method iD0 NOT COUNT DIRECT VENT APPUANCES) Total Btu/hr input of all fan-assisted and power veM appliances Input: � Btu/hr Use Fan-Assisted App�iances column in Table E-1 to find RVFA: `�OOO ft� Required Volume fan Assisted(RVFA) Total Btu/hr input of all Natural draft appllances Input: � Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: � ft3 Required Volume Natural draft appliances{RVNDA) Total Re uired Volume RV =RVFA+RVNDA TRV= �OOO + � _ �O�O TRV ftv Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)d!vlded by TRV(from Step 4a or Step 4b) Ratio= 720 / 3000 = 0.24 Step 6:Calculate Reduction factor(RF). RF=lminus Ratio RF=1- 0.24 = 0•76 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): ,1 - ��.�� Total Btu/hr d!v!d ed by 3000 Btu/hr per inx CApA= `'tOOOO �3t900 Btu/hr per inz- (nx Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA mukip!!ed 6y RF Mlnimum CAOA= 13.33 x Q.76 = 10.�3 �^� Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m uhtpped by the sq u a re root of Minimum GAOA CAOD=1.13 V Minimum CAOA= 3'S9 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.Follow 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 In�itration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5 000 250 375 188 525 263 10 500 750 375 1 O50 25 15 000 � 0 11Z5 563 1575 788 20 000 1000 1500 750 2 100 1050 25 000 12 0 187 938 2 625 1313 30 000 1 S 2 2 1125 1 1 75 35 000 1750 2 625 1 13 3 675 1838 40 000 2 000 3 000 1500 4 200 2100 45 000 2 250 3 375 1688 4 725 2 363 50 000 2 500 3 750 1 5 250 2 fi25 SS 000 2 750 4125 2 5 775 2 888 60 3 000 4 500 2 250 6 300 3 150 65 000 3 2 4 875 2 43S 6 825 3 413 70 000 3 S00 5 250 2 625 7 350 3 675 75 000 750 S 625 2 813 7 875 3 9 8 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 4 4 725 95 4 750 7 125 3 63 9 975 4 9 300 000 5 000 7 500 3 750 10 500 5 250 105 0� S 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 4 588 13 125 6 563 130 000 6 S00 9 7 4 875 3 650 6 825 135 000 6 750 1012 063 1417 7 088 140 000 7 000 10 500 5 250 14 700 7 350 145 000 7 250 10 875 5 438 15 225 7 613 150 000 7 500 11250 5 625 15 750 7 875 155 000 7 750 11625 5 813 16 275 8 138 160 000 8 000 12 000 6 000 16 800 8 400 1 000 8 250 12 75 6188 17 325 8 663 170 000 8 500 12 750 6 375 17 850 8 9 175 000 8 750 13 125 6 S 18 75 9188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 75 6 938 19 42 9 713 190 000 9 500 14 250 7125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7'S00 21000 10 500 205�0 10 250 15 375 7 688 21525 10 783 21 10 500 15 750 7 87 23 OSO 11025 215 000 10 750 16125 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 0� 11 S00 17 250 8 625 24150 12 075 i.The 1994 date refers to dwellfngs constructed under the 1994 Minnesota Energy Code.The default KAIR used i�this section of the table ls 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 section of the table is 0.40 ACH. �� J`r' DATE TIME CITY OF ORONO c�►L�o IN � � INSPECTION NOTIC� �)b�� SCHEDULED PERMfT NO. co PLETED ADDRESS� �� '� �l: p�WNEp T�LEPHON O. �1�a' �3 �3�/s ` (�� I) CONTRAr�ma �)1 ��C_ l/ I � DESCRIPTION �D�i /� 1y �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(i �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � 0 FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINERIC�IiRACfOR TO MEET YOU:_YES_NO � COMMENT� Soi 5 D�/fa� /�_ i'�tn� � ��(J�e'Y�'�G ,,�s./Jo r�"#J ��r c-7a S��.a I,f 11 o �r � �nrh'1 S D� �e�� /�IRAJ . � ��.`i-� cil -r�Dfe fe,'/ 4 r, a _5��1 �tw.�Lr►T � - - Q r,-� c.✓t�r O� To ,�av,l�' � W W � � � �WORKSATISFACTORY:PROCEED ❑PFiOJECT COIiAPLETE � ❑OORRECT WOFiK a PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑ppqq�T�MppK,CALL FOR REINSPECTION TEMPOMFiI/ V BEFORECdNEHINO PERMANENT ❑CORRECTUNSAFECONDITIONWfTHIN �1�• ❑pHpTOTAKEN INSPECTOR WILL RETURN ❑qTAT10N ISSUED ❑STOP OF�ER POSTED.CAII IN3PECTOR O IN3PEC110N REQUIRED•G►LL TO ARRAN(iE ACCESS. ceM ra n�e�ext�pection u na,rs in advanos. (952) 249-4600 on site: Mspector: w�a co�n�.��«'+�• c'"'ry cx�a��roaa � a- s�� / DATE nME CRY OF ORONO CALLED IN IN$PECTION OTICE SCHEDULED � 1 �� PERMIT NO. —DI U6� COMPL ED ADDRESS � �i (� � OMINER TELEPHONE N .�� '�S CONTRACTOR �� DESCRIPTION �O(,�.-�-�G� ��I I � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � �POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O�❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/RENIOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL i GWNEAI�AM�RACTOR TO MEET 1f�U:_rEB_NO � COMMENTSc � »+s � ��z 4r �� ,��s� e�s 0 ' lear..� - o�- �. � ° O!C �- a��../ W � Q � Z �ra3��, CG.�ro/ /''p�/ ` � W / �lov�o� /`�a - rea r� �� rQ..,r.�e � � �.��i .l�ss � ol�G��l�i�� 2� �- Q�j I�OFFiK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � ❑pOf#tECT VMpRK�PROCEED ❑18SUE CERTIFlCATE OF OCCUWINCY 0 ❑(bRRECT YNORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERINO PEAMANENT ❑COFIRECTUNSAFECONDITIONWITHIN HOURS• O PHOTOTAKEN INSPECTOR WILL RETURN ❑ST�ORDER POSTED.CALL INSPECTOR ❑qTATION ISSUED O INSPEC710N REQIIIRED.CALL TO ARRANGE ACCESS. cea w�u�.�xt�ao�Za no��os. (952) 249-4600 ownerrcomrector o�site: � VYldb Oop�1M�� C�^�ry�p�IM NOtlC� �- � ��--- ,� DATE TIME CITY OF ORONO CALLED IN �D� INSPECTION OTICE scH�uLED l� � PERMR NO.�� v�� C LETED � ADDRES3 —��D CJ�I�I��/l/ �I"��li`� OWNER EL P.,IiONE N��O�`��Oz�-� CONTRACTOR�-�'�� DESCRIPTION �� 4�j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADIN('a/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 �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL i dWNEMC01?TRACTOR TO MEET YCU:_YES_NO � COMMENT'��cc.�l��c r�� /1/`�� ,d�✓�r-�. �G�,%�l 4 o ��i'/�iv/�L�� ,L/Jo� c /�/liZ G �. � 0 W aC Q � � W � � � SATISFACTORY:PROCEED ❑PROJECT COMPLEfE w CORRECT WORK�PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECTUNSAFECONDITIONWffHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Caq ror u�e next 24 tau ednance. (952) 249-4600 Ownedcontractor on e: Ins�ector: wMee c�vrnnsvector.Fla C�nary Cop�1181b Notks �i � DATE TIME CITY OF ORONO CALLED IN --��.� INSPECTION N TIC SCHEDULED �.Z1G.� PERMIT NO. � -��b OMPLET ADDRESS � y OWNER T EPHO E NO. �7 �/ CONTRACTO �� n � DESCRIPTION � `"� t~t� ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YiOU:_YES_NO c� COMMENTS: � 1 �1i -� �/ �'N 1e�5' � rG�cu �11�" it.t� o '��'� v S�Ri� o ��►� - ��_�_ � W � � � �� G Q � W � W � � J W O WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � O CO ECT VIrORK,CALL FOR REtNSPECTION TEMPORARY BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN D STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Ca�l for the next inspection 24 hours in advance. (g52) 249-4600 OMrneNCorrtra on site: Inspector: White Copyllnapector's File Canary CopylSite Notfce l i� `/ DATE TIME C CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED PERMIT NO�I 7-D�OTD 7 oMP �r ADDRESS 5�� rS /1 I �r OWNER T LEPHONE NO.�D��"��`73 CONTRACTOR � � � DESCRIPTION �� W ❑ 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 �"�NSULATION ❑ 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 OWNERICOMRACTOR TO MEEf YOU:_YES_NO � COMMENTS:�`D� •�w. ►'n ��l � h'1 v5'fi G�'d a. � �.G �.�w a dh. S;11 � c oaha -r-oD gF •Fo�hdit,�or• c.fct � u, h�r� a a f' l^ l� ' G ° I r. v i s Qi�`�P�Ta �c Y l S'�-�'�" '� •F/�o�/' Z �%�uS i n,t�QG�'o�. S/.'iDs To � an-SJ i'C W -�� /�SOiL L'f"'oY' � �/ �tl� � j W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 �CORRECT WORK,CALL FOR REINSPECTIO�R1�JN S� TEMPORARY V BEFORE COVERINCa � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARHANGE ACCESS_ Call for the next inspection 24 hours in advance. (952) 249-4600 OwneHContractor on site: Inspector: f.�9✓��7 N I'2 Whits Copyllnspecto�'s File Canary CopylSke Notice �� <� DATE TIME CITY OF ORONO CALLED IN ! ,�',�, INSPECTION ��_ yj/11/`� �HEDULED �.L�L�1� PERMIT NO. �� u�a� pLEfED ADDRESS �� v��' `""'�- OWNER T PHONE O. ✓?' � CONTRACTO � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YWJ:_YES_NO y COMMENTS: a� �—'"'� � �C�'Frr r �� C c�c , ) � J O � a� O � W � Q � W � W �C , ��ORK 6AZISFACTOFlY:PROCEED ❑PRW ECT COMPLETE W ❑CORRECT W'ORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK��R REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContrs site� Inspector: White CopyllnspecMr's Ffle Cenary CopylSMe Notks 1 ' \ CER TlFICA TE OF SUR VEY FOR: OLD CRYSTAL BAY -- ROAD NORTH DA VlD WEEKLEY HOMES 12800 Whitewater Drive EDGE OF--� } n BITUMINOUS Su�le L� .. _ __--_ _____ Noo•is'2�"E 65.00 ____ _______ Minnetonka, MN 55343 __ _ ____ _ , _, _�5 � �Zfd-�_.�S_ � 32Jd � 0 - „_, � ��.,. ., `_ �,, '-. N � -__.. : .. � .., . ._�._ _ . .,'.. -" '-- . _ �. �:. � .- ;- ' - _ - _ ....., _� . � - - . __. -_ - - -- - - - -- � �., - - _-a'�-.��- `` � LEGAL DESCR/PTION NOTES: LEGEND: ' i' � LOT 8,BLOCK t,ORONO PRESERVE,HENNEPIN �, SURVEY PREPARED FROM ALUANT ENGINEERINa,wc. 934.0 EXISTING ELEVATION -, l �., r- ------- --_. - COUNTY,MINNESOTA. ~- , CiRADIN(i PLAN DATED JULY 7.2016. _-- _ _ � ' - :, ' J 34.O PROPOSED ELEVATION ; , � . _.__ . _ _� _ . � ---__ .. LOT AREA: 2. BEARINGS ARE ASSUMED PER PLAT �� D/RECTION OF DRA/NAGE � � LOT AflEA=8,907 SQ.FT.OR 0204 ACRES 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE CURB STOP '- � : o � FRHMINCi OF FlRST FLOOR PLAN.ALL DIMENSIONS AND � tn - ' � IMPERVIOUS AREA=2,934 S�_FT�� LOCATIONS ARE TO BE VERIFIED IN THE FlELD WITH THE EOF EMERGEIYCYOVERFLOW �- _. _____. BUILD VEWAYTPRINTAREA - a�SQ � ARCHITECTURAL PLANS. � PORCH =140 SQ.FT. �E LOWEST POSSIBLE FLOOR SIDEWALK =60 SQ.Ff. ' , � REAR CONC.PAD =16 SQ.Ff. TC TOP OF CURB __ ___ F- 1031.2 50' BUILDING SE ACK 1031. � IRONMONUMEMFOUND - _:_.. .- , .: _....__ _.�.___ _ `� X ` � BENCHMARKS: � � 'Xa� i ' ; CONC. _ � � ELECTRIC BOX ' � PAD I ~ � TNH LOCATED ALONG THE NORTHWEST L1NE � � , � � = 031 J � � j � M ' OF LOT 8,BLOCK 1,ORONO PRESERVE, ❑T TELEPHONE BOX � HAVING AN ELEVATION OF 1029.34 FEET NAVD ' r- �,�' r,,� ! �. LEGEND � c,nece rvsox ` PROPOSED 1023.5 � � 3 � H 0U SE BFE < � I IXlST1NG TREFJH�OODLAND BOUNDARY O SETCAP lRON MONUMENT 18425 ; PROPOSED ELEVATIONS: ' oZ' —9 FT FULL � � � � a - �' TREEPROTECTIUNUMITS g wA��,a�v� 9': N � FIRST FLOOR =1033.89 � �= B A S E M E N T— Z TOP OF FOUNDATION =10322 ' � x� SIGN/FICANT CON/FEROUS TREE TO REMA/N � STORM MANHOLE _ �' d' N°0 S ' 0 , GARAGE FLOOR =1031.8 '"" a' �� i LAUGHLiN � O BASEMENT FLOOR =1023.5 Q SANITARYMANHOLE o , 023. SlCiNIFlCANT DECIDUOUS TREE TO REMA/N � , � -----i ELEV. A � o � � o z LOWEST POSSIBLE FLOOR =1023.5 0 � �1031.7 , �, - (P) PROPOSED ELEVATION ,.°g Z ,� G A R A G E � � � J � R� :� S1 GNlFl CANT C ON/F E R O U S T R E E T O B E R E M O V E D o ' � �a sr,u�� 0 32. � •' DA VlD WEEKLEY HOMES PLAN: : - Y�; SIGNIFICANT DECIDUOUS TREE TO BE REMOVED PROPOSEO CONTOURS �, 1031. � A Z 'LAU(iHLIN' n � -9 Ff.FULL BASEMENT- ,,�, - ADDITIONAL SIGNlF1CAM TREES-OFFSlTE � �STING TAEE �o'� ', ' �O3Z. 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OPEN ABOVE , ��'� W3924 W2442 W1742 W3624 W1842 W3018 � S $ � 4'-0" -� �� ❑❑ � � � � � � � � r r-'------'---� �lil�Q , i i � ��=r i i i � ' HOOD DBL OVEN OPEN TO FAMILY � � � � BACKSPLASH �• � ' PER COMM. ��p��p 5 35"HIGH WALL 35"HIGH WALL � � : � � � Q ; ' OC�O �[�DO � � o0 o00C� 0 12" t° p r- � � OVFR3696 END �� PANEL � � � � KITCHEN B24 B27 S636 � ISLANDB18 DW S836 B24 B18 ,�, � � � � � ti � � � � � � z �IGH iGH ��H IGH IGH IGH Q � - 86"x42" 24"x42" 54"�c42" 25X32 MIRROR MIRROR MIRROR OVAL � � � MIRRO � � � - 4"SPLASH "SPLAS 4"SPLASH � �� 0 0� �� O �eM- �� O VS36 �� FILL VS33 FILL VS30 VS30 FILL "�t5 OWNERS BATH BATH 2 BATH 3 POWDER CABS. � �W � QZ — W J � W = Zo�r.�2�saso � p aasaaaaa�iaaaaaaa{ a � �-- - -i= --- -'� O Q � ' ;�' '� 2�-�" � � � I I�1 '� � � ;i 12" LAMINATE � � 3 Q O ' ��' �� 12"SHELF COUNTERTOP � � �-------�'�--------' SHELF � FIREPLACEMANTIE& � O ' SEE COUNTERTOP DETAIL SURROUND �----------, �-----------, ��------- COUNTERTOP 2x4 BRACING PER COMMUNIN � � � , � r----------i r----------i � i i i , � ; � � ; ; ___ 0 2x4 CLEAT � ; WASHER � � DRYER ; � ANCHORED � �TM � ❑ T�0 STUDSNED 78 2 1�/'1 � � � ; Sg24 INT-1 UTILITY COUNTERTOP DETAIL FIREPLACE uUGHUN � SCALE: 1CY'=1'-0" �NNEAPOLIS w - t , � 5'-2" b � b � 42"HIGH 1/2 WALL � � � � � � :- � � TOP VIEW PER COMM, � (TYP.) ----------------- ------- - - - - �'� � � � � ��`� 8�0 __ FLOOR __� SYSTEM ---------------- -�----- � � NOTE: ,--� `O N `* ADD 1/4"SCRIBE TO 4�--� - � FLUSH C � EACH SIDE STILE(NOT _ ' T INCLUDED IN WIDTH �� --� � � � �' _ � DIMENSIONS SHOWN) � - `n .- � � �� FLUSH � � HOOK STRIP: o 11-1/4"TALL � � 0 0 0 0 � X 3/4"THICK � � � ;:� : b 5 ,, �' �' 1/4"BEADBOARD BACK& =''� � L ,,;. �. N s SIDES AT ALL(3)SECTIONS , , v� � 50 ;;.-. . FLOOR . . .! �:. . . . . . . . M r ,� SYSTEM.; : , _z�^4. . . . . . . . . �' 14,.�== 1'-71/2" � � 13,F==� 1 � � ' � � 1 - 112"THICK �;F==� `=�, ;' � WOOD TOP �o =_� �'�, � � � � �� h�_ ' � � T� BASE- b ----------, � � , 1 r � - �` � MATERIALS SUPPLIED �k BY OTHERS EQ. EQ. EQ. . 1'-g" 5'-2" SIDE EVELVATION FRONT EVELVATION BACKPACK RACK DETAIL STAIR SECTION SCALE: 1l2'=1�{p � O L D C RYSTAL BAY F4UNDA TION AS-BUIL T FOR: ROAD N O RTH DA VlD WEEKLEY HOMES E�cE oF--� ' 12800 Whitewater Drive B'T�M'N°�S Suite 20 Noo°i6'2�"E 65.0o Minnetonka, MN 55343 o � o _ i-DRAINAGE & UTILITY EASEMENT-� o N J/ 6� �_.. / . � . ... .. �. 5 10 " �-�"- ; �-�,,` ,:� � LEGAL DESCR/PTION NOTES: LEGEND.• � LOT 9,BLOCK 1,ORONO PRESERVE,HENNEPW �. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. `'34 '=� EXISTING ELEVATION � COUNTY,MINNESOTA. �- GRADING PLAN DATED JULY 7,2o�s. 934.0 PROPOSED ELEVATION � �o � � � 2. BEARINGS ARE ASSUMED PER PLAT LOT AREA. _� DIRECTION OF DRAINAGE � ``' 0 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE � � LOT AREA=8,907 SQ.FT.OR 0204 ACRES FqqMING OF FIRST FLOOR PLAN.ALL DIMENSIONS AND CS CURB STOP � � IMPERVIOUS AREA=2,934 SQ.FT(32.9%) LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE � BUILDING FOOTPRINTAREA = 1,983 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW �t DRIVEWAY =735 SQ.FT. � PORCH = 140 SQ.FT. 4. SEE HOME BUILDING EROSION AND SEDIMENT CONTROL LFE LOWEST POSSIBLE FLOOR Z SIDEWALK =60 SQ.FT. p�p,N PREPARED BY ALLIANT ENGINEERING FOR DETAIL � I031.2 50' BUILDING SETBACK 1031.2 REAR CONC.PAD = 16 S�.FT. AND SPECIFICATIONS.SAID PLAN IS PART OF AND TC TOP OF CURB o X 1027.1I�M) X INTEGRAL TO THE HEREIN LOT CEFTIFICATION. � IRON MONUMENT FOUND Q� I 1032.26 M)4'x4' M)1032.20 � � � coNc. M io3z.2o BENCHMARKS: ,�M)1027J2 PAD �M�1027.01 � 0 ELECTRICBOX � (M)1032.18 �- �_ 1031.7 i-� �I0.00 � TNHLOCATEDALONGTHENORTHWESTLINE _�M�1032.19 _�__ OO OF LOT 8,BLOCK 1,ORONO PRESERVE, ❑T TELEPHONE BOX _ Y I5.00 M 1032.21 J M 1032.22 J \ Q �M�1027.06 , M�1026.89 I � HAVWG AN ELEVATION OF 1029.34 FEET NAVD LEGEND � 29. C❑ CABLE NBOX m (M)1027.16 1032.22(M) z � � vwi P R 0 P 0 S E D 1023.5 m � EXISTING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 Q o H O U S E BFE N w � PROPOSED ELEVA TIONS.� rREE PRorEcr�oN uM�rs � WATER VALVE � N � m -9 FT FULL Z J - FIRST FLOOR = 1033:89 � � 7 (M) �M� B A S E M E N T- � � O TOP OF FOUNDATION = 1032.2 SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE = o �rI03221 r1032.20 1023.5 m � - GARAGE FLOOR = 1031.8 S SANITARYMANHOLE � - LAUGHLIN L E � = BASEMENT FLOOR = 1023.5 O o . SIGNIFICANT DECIDUOUS TFEE TO REMAIN � 5.00 GARAGE I ELEV. A � Q � �"� � LOWEST POSSIBLE FLOOR =1023.5 E REAR =1031.7 (P) PROPOSED ELEVATION � z (3 STALL) �---� I O 3 2.2 Q Q� N � SIGNIFICANT CONIFEROUS TREE TO BE REMOVED o I 0 3 I.8 i o z DA V/D WEEKLEY HOMES PLAN. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED PROPOSED CONTOURS � 1031.64(M) 10�00 � � � 1032.23(M)�M�032.21 (M)103217J� � "�UGHLIN" � EXISTINGTREE o (M)1031.65 I0322 103222(M) PORCH � -9 FT.FULL BASEMENT- ADDITIONAL SIGNIFICANT TREES-OFFSITE c.� �M)1032.24 (M)103220 1032.19(M) � (ELEV.A) WETLAND MONUMENT o _ (M)1o3L56�� PLAN#7821-A PLAN DATE:REV.06/16/17 0 4, BUILDING PAD o� 5. � \I�io3i.s�cM> �,� ADDRESS: (M)I032.21 v-p (M) MEASURED TOP OF 3 �f032:ZZ(M) I q� � � ZO' BUILDING FOUNDATION ELEVATION � 1032.2 M �A � SETBACK 570 SANDHILL DRIVE m a �i �I m O �� p ORONO,MINNESOTA �I �� N o �o� D O � � �� I rO 5 -�RAINA E & U1ILITO� � ' � AS�MENT � i N O / � R_325.00 io3o.i � David Weekley Job#: Date Staketl: I hereby certity that this plan,specilication or report was preparetl by � . � �� -��.�� 0901 OB/28/17 me or under my direct supervision and fhat I am a dWy Licensed rn Protessional Land Surveyor under Minnesota sfatutes 326.02 to 326.tfl � � '7�� . ._ . . 7 Alliant Job# Checked ey: DENNIS B.OLMSTEAD � .. 1Q29 8 . ��II�4- 4/ ❑ .. '.. _....-. �^ 274-0157-0901 DBO PnntName\� /,7 A � ... . ��„'_J.(/ j _-�� "� � Field Crew: Drawn By: SignaNre � � __ ___ SEPTEMBER 18,2017 >8425 0 _ _ O �O no AO CE PLF,JDT Date LicenseNumber j C Y X SA N D H I L L D R I V E A��a�t E�9��ee��9. ��. ORONO PRESERVE �` z33 Pa�k n�e s, ste 30o E SCALE /N FEET ORONO, M/NNESOTA Mi��eaPo�is, MN s5a�s � 612.758.3080 MAiN o, LOT 9, BLOCK 1 ei2.�sa.3o99 Fnx =_ 3 www.alliant-inc.com o 0 �Z� �V'C��'1�� Y. 201�s�0�7 A3 �'Ui!�' f'-m�nl�f N r.v� Q�'10LD CRYSTAL BAY CEII��"TlFICA TE OF SURVEY FOR: ��o��o�o � Ptanning 8 Zoning Pian Review , 0 ROAD NORTH DA Vl� WEEKLEY HQMES Site Pian Review Datc: �� 0� � ,� �ioz�.ss� 1027.96-� �o2�.s2� �o2s.o5� 12800 Whitewater Drive PPROVED x�o2�.a2 xio27.65 /-�pPROVED WiTH REVlS104�S(seo notes) � EDGE OF--� �ozs.s�x } X BITUM�NOUS 1027.28x SUICPi ZO ❑DENIED 102797 N00'16'27"E 65.00 �026.54 ��. r!^! �hk�-" X , � Minnetonka, MN 55343 - - - � i-DRAINAGE & UTIUTY EASEAA�NT-� o O __;. :.__ / 1027.30J '�RIM o� ! 1026.84 rn 5 � o � 10 � ,032.'6� o `° o � LEGAL DESCRIPTION NOTES: LEGEND: O O N X � LOT 9,BLOCK 1,ORONO PRESERVE,HENNEPIN �' x x x COUNTY,MINNESOTA. 1. SURVEY PREPAflED FROM ALLIANT ENGINEERING,�►vc. 934.0 EX/ST1NG ELEVATION � Z � N o � GRADING PLAN DATED JULY 7,2o1s. g34.0 PROPOSED ELEVATlON o � � o �� N 2. BEARINGS ARE ASSUMED PER PLAT 0 0 0 0 0 0 X M a -r x ,n X 9 � -�� rn X LOT AREA: _'� D/RECTION OF DRAINAGE O W M 1 0 3. BUILDING DIMENS�ONS SHOWN ARE TO OUTSIDE 1030.26 � � o � N LOT AREA=8,907 SQ.FT.OR 0204 ACRES o � ''' FRAMING OF FlRST FLOOR PLAN.A�L DIMENSIONS AND CS CURB STOP x � xo N o � C0 IMPERVIOUS AREA=2,934 S�.Ff(32.9%) L �x t 030.59 N� x �" LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE 1030.67 � o ' x � BUILDING FOOTPRINTAREA = t,983 SQ.Ff. EOF EMERGENCYOVERFLOW o M DRIVEWAY =735 SQ.FT. ARCHITECTURAL PLANS. x X X � PORCH =140 SQ.FT. �E LOWEST POSSIBLE FLOOR a 7 037.03 Q x x 4. SEE HOME BUILDING EROSION AND SEDIMENT CONTROL Z 1031.2 "' SIDEWALK =60 SQ.FT. ,:� Q 50' BUILDING SETBACK 1031.2 � REAH CONC.PAD =16 SQ.Ff. P�N PREPARED BY A�UANT ENGINEERING FOR DETAIL TC TOP OFCURB /-�028�79 AND SPECIFICATIONS.SAID PLAN IS PART OF AND � o x X X t028.71x X X o / INTEGRAL TO THE HEREIN LOT CERTIFICATION. � I �n ,� '� 4'x4' o ^ Xr;�R�N � !ROIJ MONUMENT FOUND � � M coNc. BENCHMARKS: � , o � PA� � t028'83 �E ELECTR/CBOX (V �- 14.79 -�� -� '+= 031.7 i-� 7 0.21 M TNH LOCATED ALONG THE NORTHWEST LINE ---- � OF LOT 8,BLOCK 1,ORONO PRESERVE, � TELEPHONE BOX � Y 40.00 1028.54 � r/iRON i Q P R OP 0 SE D \� � � HAVING AN ELEVATION OF 1029.34 FEET NAVD LEGEND 1028.65 m 1023.5 � � 29. � CABlE NBOX � w BFE �,Yj � c- � H 0 U S E m Z EX/STING TREE/WOODLAND BOUNDARY � SET CAP IRON MONUMENT 18425 Q o � -9 FT FULL o N � � PROPOSED ELEVATIONS: TREEPROTECTJONL/MITS g WATERVALVE � �' " BASEMENT- " a � � � z w FiRST FLOOR =1033.89 "' o r O TOP OF FOUNDAT�ON =1032.2 � �'`� � m LAU GH U N J � Q SIGNIF/CANT CON/FEROUS TREE TO REMA/N � STORM MANHOLE '� � _, GARAGE FLOOR =1031.8 � e � ��o2s.s3 1023. m _ � � - - ELEV. A � � � � --` = BASEMENT FLOOR =1023.5 SlGNlF/CANT DECIDUOUS TREE TO REMAIN O SANlTARY MANHOLE E 0 10.00 �1028.74 I o O' � �n � ,- � � d- �„� LOWEST POSSIBLE FLOOR =1023.5 0 �___� ° -' � REAR =1031.7 (P) PROPOSED ELEVATION ,."', Z GARAGE 1032. � � � � SlGNlF/CANT CON/FEROUS TREE TD BE REMOVED o (3 STALL) ; Z 00 DAVID WEEKLEY HOMES PLAN.� PROPOSED CONTOURS � S/GNIF/CANT DECIDUOUS TREE TO BE REMOVED d 1031. � 20.00 � Z ^ cv 1028.70 �028 69 I o •LAUGHLIN" � EXISTING TREE o 1032. a n PORCH � � -9 FT.FULL BASEMENT- ADDITJONAL SIGNIF/CANT TREES-OFFSITE c� � ELEV.A � � M ______� ` � � WETLAND MONUMENT � T/IRON o -- � PLAN#7821-A 1028.9i PLAN DATE:REV.06/16/17 „ I 10.00 .- N 1028J5 I T/IRON n �_ 10��1� � 20.00 �".� � 1029.37 BUIlDING PAD rn � �0 29.s' ---� �_ ADDRESS: ITY OF ORO�� C�G�I��` ' 3 \- 15.03-'I � ------ � 1028.62J � o , � � SITE PLAN pL- GRADIN� P�AN y � � BUIlO1NG �� j �� Z�SETBACK 570 SANDHlLL DRNE PPROVED ` � ol m rn SEP 1 8 �L'i� o , D o ,N �S= ^ oRon,o,MINNESOTA ❑ APPROVED WITH REVISIONS o ORO� , � I �� I.r 1031.04 10 � 4, � , � S�. �N�_ N ❑ DISAPPROVE CITY OF ORorvo U � � N �� = o l��ais.�s(P) : � � i � 5 �_DRAINA E & U¶UTY-� o E S�AENT �` 1030.33 BY �•�/ �Y1i1JW � � U � /I .... _... J � ' ' 325 �� 030.� DATE T � ._ T� � a�� Devid Weekle Job# Date Staked: ��pY 3 _,n ,�2�9.6, � � R= Y „�ereby certrry met this plen.sPacNic,tion or re ��`�/ / / � ��.�� 1029.84� 1029.97� OBOt 08/28/t 7 ma or urMer my diiect supenision a�thet I em a duy Licensed y N�� 1 � ProAessiorrel Land Surreyor urrder M�nnesofe stetutav 328.02 to 328.fB. � �� Allient Job• Checked By: DENNJS B.OLMSTEAD `� �p2g� � � p=11°�`4'47" �R�M X --��-z �,�,5��, o� PrintName�--_i�4 � x 1029J4 1029J8 1029.36 Fiea crew: pra�gy: signewre v X L Tp2g�2 TC T� � ♦ CE PLF,JDT SEPTEMBER t8,2017 1Bd25 N 1029.64 °i Q I 0 2� 4� Defe LFcense NumDer / n a; X TC � SAN D H I L L �D R I V E o Alliant En ineerin Inc. � � " X ORONO PRESERVE 233 Park Ave S,9Ste 300 � NX Minneapolis, MN 55415 � o SCALE lN FEET ORONO, M/NNESOTA � 612.758.3080 MAiN � x LOT 9, BLOCK 1 � 612J58.3099 FAX = ae � www.alliant-inc.com o � -�,,,,,� 5Za S.Qrdh�'II A: ,�r1 ��a:�2