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Home My WebLink About2017-00847 - new structure CITY OF ORONO * z 0 1 7 - 0 0 8 4 7 * 2750 KELLEY PARKWAY DATE ISSUED: 08/14/2017 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 530 SANDHILL DR PIN : 33-118-23-24-0020 LEGAL DESC : ORONO PRESERVE : LOT 1 BLOCK 2 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 490,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION, SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERM[T FEE SCHEDULE 3,566.92 PLAN REVIEW 982.80 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 245.00 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#: BUIL-BC697545 TOTAL 7,279.72 Payment(s) CREDIT CARD 3669 7,279.72 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 governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 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�-ea�se. Y --- - 1 � � s� , � u � I , � _ �_�, �... . ��i�j�� ,� k �� 6 r.J l �l Appl�cant Permite�$ignature Date Issued B ignature Date i_---.— PLAN �EVIEIN CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ✓�J �'W� � ( �n�"� Permit No.: �(� ^��7 Description of work: Iv� iTVU,�J Date Rec'd: �'1�� Septic review by: �aQNV'(.► �-- w(�,�'G� �" C/�Date Approved: �~ Zoning review by: Date Approved: � � �T�� Building review by: Date Approved: � � � Grading review by: Date Approved: Zoning District: �u,Q Zoning File#: Resolution? Yes Reso#: Reso Date: Sign��.�Yes No Resolution/NA Zoning: LotArea: F AC Width: : ��SF �� Survey Submitted: �es 0 No Date of Survey: ��' 1 ' � W Revised date(?): 1 'i7'�1 Landscape plan submitted? q�es Landscaper: � � No/None proposed � o �UxY�I �hpw� oic.o� � Y•8��17 Pro osed Setbacks: —�CR� � "1 ��p� Front(�e�t Rear(��r��r ( � S E W ) ( N E W ) Other Buildings Wetland �IJ" Side �de � �, / �r g' Buildinq Heiqht Analvsis: � ,� ' - Distance Between First Floor and defined Top of (, �� Roof See "buildin hei ht" definition : �a� � � ,,.� ��03 � � First Floor Elevation from buildin lans : (b) ^-,f,-;;, ��.� Z ��"� ] � 1 Highest Existing ground level (per survey) or 10' �� , SUrdc,�/) � � above lowest round level, whichever is lower. �'�J�-� '�� -� Difference between b and c : (d) � DEFINED HEIGHT If highest existing grade is: �e� �1 [ above FFE-Height is(a)-(d) � below FFE-Height is(a)+(d) Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? �Yes 0 No Permit Number: �� — 33 0 Yes 0 No �N/A � Ye 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 /�--� �,(�07Q � Yes No � Yes No 1 2 3 04 5 /. � -�'J �� S� TYpe(S): Type(s): �/ Updated: October 2016 v:\forms\plan review checklist 10-2016.docx , Fees to be Char ed � YES NO y Permit Plan Review � State Surcharge Investigation Fee �/ 5AC—Number of SAC Units ! �(/,�,�'' Other(specify) �� S uare Foota e $ er S uare Foota e Basement • � e/ �� x lO , Z, _ $ r �g q 1St Fioor L�-- X 1�('J• Z � - � Z.� C��O-�� -� ��rK�s�t� / X �3. 7 = $ 7 � Garage �� X v-� � � 7� - � 2.3 �'Z�',JrZ- �1� r Estimated Construction Value: . , $ 7- �o, �� . Orono Inspections Required Work Requiri�lg Separate Permits �Footing � Site � Plumbing 0 Grading/Filling �Poured Wall Silt Fence/Erosion Control �Mechanical 0 Fire � Foundation Survey 0 Hardcover Removal Fireplace �Water Connection 0 Framing 0 Other(specify) � Masonry � Sewer Connection . �Waterproofing/Drain tile �Mfg. ' 0 Lawn IrrigBtion -f � Foundation Waterproofing O Other(specify) � Landscaping °: ;�.Framing � :�. 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: 0 See Builder Acknowledgement Form � Prior to release of esCrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms�plan review checklist 10-2016.docx CITY OF ORONO � BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS � �O� MailiPO Box 66• Permit number: � —�� Crystal Bay, MN 55323-0066 Date received: 7/ �— 7 �, ,, Str�et Address:' �li� , r � Received by: � y�. �: 2750 Kelley Parkway�� ,� � Plan review fee: �,�S. �� qK�SH��c Orono, MN 55356 p _� g� Main: 952-249-4600 I Total Fee: � t � 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) GENERAL INFORMATION: Job Site Address: . �y nj' ' � 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. Sh !e bus service wiU be required unless applicant demonstrates suff'icient on-slte paricing is available. Non-permitted events wid not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: � +v�-,�.:�E�v i-� f �.� State License# �� t,��.ts Expiration Date: Phone: (cell) s�z.��szsz� (office) M81�II1g AddfeSS: 12800 Whitewater Drive,Suite :'' Clt : Minnetenka Z�P: 55343 Contact Person: KPv�n cumm��s Applicant is: Contractor / Homeowner (Circte One) EI'T181�811C��0('FaX: k� ,m::,�.� c:vk�,o��ncs,mn�i PROPERTY OWNER INFORMATION: Name: phO�e�day�: Meil,sa Johnsen oi2.462.6932 Addl'eSS: �same As Above* Clty: ZIP: Eflle'�1�811C��Of F8X mjonnscn@dwhomes.cr_:n ARCHITECT I ENGINEER INFORMATION: Name: Phone(day): �=,��soo� AC�C�f2SS: 20 South Maple StreeC,Suitec 15Q �ilty: ��nb'.r��,��, Z�P: 19001 Email and/or Fax: PROJECT INFORMATION: Desc�i tion of ro�ect: 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 0 Public Water **Any earth movement may also require ❑Commercial ❑Storage MCWD review 8 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 �V�� Estimated Construction Valuation (excluding land) $ zso,000 �JUL 1 4 017 Lasf Updated: January 2016 CITY OF ORONO STRUCT�tRE INFORMATION: 1.StrNcture Dimensions 1.Structure Dimensions(continued) ' � �� ! a. Length (ft.)= � Number of bedrooms=�_ 2. Occupancy: b.Width (ft.)= Z(,GI� Number of garage stalls: � 3. Occupant Load: Areas in spuare feet Attached= r-, � �� c. Basement= b5 W Detached= 4. Type of Construction: d. 1St Story = L l0 1�` e. 2"d Story= 5. Code Edition: !�(jl,fi"//� � f. Yz Story = g.Total Area= ��i�9 �� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos d A licabte ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ 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 meetin ALL surve re uirements la' ❑ Hardcover Calculations ❑ .e' Se tic S stem Certification 0 ❑ Minnehaha Creek Watershed District(MCWD) Permit or �� (� Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ O Stormwater Pollution Prevention Plan SWPPP ;,,vt ❑ � 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 e t that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occ an is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure omp etion of the as-built survey and all site improvements. ApplicanYs Signature: --� Date: II-`f'l� Owner's Signature: Date: Last Updated: January 2016 Builder Acknowledgement Form Permit #2017-00847 / 530 Sandhill Drive � , , Builder Representative Name: r�._.��,� �,�= iti w.:v� 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 will be issued. ��'�—' Schedule a minimum of one hour for the framing inspection. l��_ 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 l-�. 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 �,�. 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 � �. 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 ��C� 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 L-�_.. approved prior to construction. w:\street files\sandhill drive\530\builder acknowledgement form 2017-00847.docx � New Consiruction Energy Code Compliance Certificate Dau Ce�tifince Poeted Per R4013 Building Certificate.A building cectificate shall bc posted on or in the elechical distribution panel. Ma�inQ Address of t6e Dwdlinf or DweOing Unit Name otRaidmtial ContraMor � MN Liaese Number David Weekle Homes BC697545 CiTy Plon iD Orono, MN 7800-Barlow RADON CONTROL SYSTEM o Typa:C ec A T at App X Passive(No Fan) � � E. � � Active(R'ith fan and monometer or �� O�� o � ^ � �o ,� other syslem monitoring devrce) a Q —�° � v �j $ � � Location(or future Location)of Fan: � °a °a � c .� Insulafion Locafion � o z � � v � w � � � `° o` � '� a�°i .o .o � � c � � � � � � � Other Please Describe Here [-� � z w w u°., w° � a a Below Entire Slab x FoundaHon Wall R-15 X R-10 E#eriw,R-5 Interior Perimeter of Slsb on Grade X Rim Joist(lst Floor) R-20 X irnartor Rim Joist(2nd Floor) R-20 X �'a�� R-21 X Ceilin ,flat R-49 X Ceiling,vaulted R-49 X Ba Windows or cantilevered areas R-30 X loors over unconditioned areas R-30 X Describe other insulated areas Buildin Envelo e air Ti htness: Duct s stem air ti htness: Windows 6 Doors eafin or Coolin Ducfs Outside Conditionod S ces Average U-Factor(excludes skylights and one door)U: 0.31 Not ap licable,al]ducts located in conditioned space Solaz Heat Gain Coefficient(SHGC): 0.29 -8 R-value ECHANICAL SYSTEMS Make-up Air Select a Type A pliances Heating System Domestic Water Heater Coolin System X Not re uired per mech.code Fael Ty NAT GAS NAT GAS R-410A Passive Manufacturer B ant Rheem B ant Powered Interlocked with exhaust device. Model 912SC42080517 PROG5042NRH67PV BA13NA036 Describe: lnput in gpppp Capacity in 50 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: fliCieacy HSPF% EER HEAT LOSS HEAT GAIN COOl1NG IAAD SIDENTIAL LOAD CALC 57,137 27,942 34,104 Cfin's roun uc Mechanical Vantilation S stem "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type ource heat pump with gas back-up fumace Not required per mech.code Select Ty e X Passive Heat Recover Ventilator(I-IRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Ca acity in cfins: Low: 50°/a=88 Hi : ]00%=200 Location of duct or system: Balanced Ventilation Ca i in CFMS: fUf�BC@ f00fT1 Locations of Fans,describe: C&n's Capacity conrinuous ventilation rate in cfins: $$ 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 175 "metal duct Ske addrcss p� `°�`t°� Sabre Plumbing & Heating `°a��`°a Michael H Section A Ventilation Quantity (Determi�e quantity by using Table R403.5.2 or Equation il-1) Square feet(Conditfoned area induding 49�2 Total required ventilation 175 emement—finished a unflnished) 4 Continuous ventilation �Q Number of bedrooms 0 Direc[ions-Dedermtne the totol ond mnflnuous ventilation rate by eJther using Tabk R403.5.2 or equation 11-1. The tobk ar�d equotton are bebw Table R403.5.2 Totai 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 43 300 50 115 58 130 65 145 3 2001-2500 80 40 95 48 110 55 125 63 140 0 155 8 25013000 90 45 105 53 120 fi0 135 68 350 5 165 83 30013500 100 50 115 58 130 65 145 3 160 80 175 88 3501-4000 110 55 125 63 140 0 155 8 170 85 185 93 4�1-4500 120 b0 135 68 150 5 165 83 180 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 93 200 100 215 108 5501-6000 150 5 165 83 180/90 195/98 210 305 225 113 Equatlon 11-i (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)J=Tota�venUlation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equai 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,shali 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 (Ch�se either balaneed or exhaust only) ✓ Balanced,HRV(Heat Recovery Vendlata)or ERV(EnerQy Recovery Exhaust pnly VeMflator)—dm of unit in low must not exceed continuous Continuous fan nting in cfm Low cfm: �o High cfm: ZOO �tinuous fan ratlng in cfm(capacity must not exceed o conti�uous ventfletia�ntin g by mwe than S00%J Dbedions-Choose the method ojventilatbn,balancrd or arhoust ony.Bo/anced ve�rtilotbn systems on lypkaUy HRV or ER V's. Enter the bw and hiph cJm amounts.Low cjm olrJlow must be equal to or preater than fhe required coMlnuous ventibdon rate and less than]00%prcater ihan the ronfinuous rote.(For instance,If the low cJm h 40 cJm,the veMllatfon Jon must not exued 80 eJm.J Automatic coMrok may allow the use oJa larperJon that is oyeroted a perceniape oJeoch hour. Sectfon C Ventilation Fan Schedule Descri tion Location Continuous Intermittent Directions-The vcMilotion jan xheduk should describe what the Jon[s�or,the/ocotFon,cJm,and wrheiher k k used Jor contfnuous or i�rtermittmt venilbtlon.The Jun that is chase for coMlnuous ventilodon must be epua!fo or prcoter thon the bw cfm a(r railnp and less than 100%pmter than tAe crnflnuous rote.(For instance,iJ tAe bw cJm k 40 cJm,fhe coM(nuous ventllatbn Jan must not exceed 80 cJm.J Automatic coMroh may allow ihe use oJa laryerfon fhof h operoted a percentope oJeach hour. Sedion D Ventilation Controls Describe erotlon and wntrol of the conNnuous and fntermktent veMNatbn ERV has wall oonUvl-set to 5096=88 CFM ERV has watl control-set to 10096s ZOOCFM Dincdons-Describe the operoNon oJ the veMibtion system.There should De odequate detall�or phn rcvkwen and inspeciors to veriJy deslpn ond lnstalbffon complbnee.Related frodes aho need adequote detail jor pbcement of conbioh u�proper opemtmn oj the buflding veMllation.�(exhaurt fans are used jor build(rp ventllotbn,daafbe fhe operation ond bcatbn aJ any rnMrok,indkators a�kpends.lf an ERV or HRV Ls ro be fnstalkd,akscHbe Mw it w(ll be Instalkd.If R will be connected o�InterJoud with the atr handltny equlpmen�pleau describe wch connctions os derolled in fhe momNactures' instalbtJon insbuctions.If the lnstalbtlon instnrctions requlre or recommend fhe equlpment to be 1Merbcked with the al�handllrp equipment for proper opemibn,such lnferconnectlon sholl be made and descrlbed. . ' Dfrections-In order to determine the makeup air,Table 501.4.1 must be fllled out(see below).For most new insbllatbns,column A will be appropriate,however,if atrnospherially vented appliances or solid fuel appiianca are Installed,use the approprlate oolumn. Please note,H Me makeup air quantity is negative,no addkia�al makeup air will be required for veMilation,H the value is positWe refer to Tabk 501.4.2 and size the openlna.Transfer the chn,she of openfry�and type(round,rectanguiar,flex or riQid)to the last Ifne of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS Additional combusdon air will be re uired for wmbustbn a Ifances see KAIR method for nkulatbns , One or multiple pc�nrer One w multiple fan- One atmospheriatly vent Multiple atm�phe�ical- veM or direct veM ap-pliances assirted appliances and power Qas a oil applfance w one solid ly vmted gas or ofl epplWnca u no eombus-tlon appliences vent or direct veM appllaiaKes fud applience or solid fuel applknces Column D Cdumn A Column B Column C 1• 0.15 0.09 0.06 0.03 a)presswe fador (cfm/s� b)condRioned floor area is�(In�Juding 4912 unfinished basements) Estimated House InfilVation(cfm):[la 737 x Sb) 2.Exhaust Ca WdtY a)continuous e�aust-only veMilatlon system ERV�� (cfm);(not applfa6le to ba-lanced ventilatfon systems such as HRV) b)dothes dryer(cfm) 135 135 135 135 c)BO%of largat exhaust ratin6l�); Krtchen hood typiwlly 24� (mt applicable M recirculsdnQ system w H powered makeup air is elecMally interlxked d)80%of next la►gat exhaust rating Not Ictml:natn fan typ�niH Appticable (not applfable ff rec{rculaUr�system or H prnvered makeup air is electrlcally fnteriocked Total Exhaust Gpacfty(cfm); [2a+2b+2c�2dJ 375 3.Makeup Air QuarKity(cfm) 375 a)total e�aust apadty ifrom above) b)estimated house Inflitratlon(irom �37 above) Makeup Alr QuaMity(cim); �3a-3b� -362 (N value Is negatNe,no makeup alr k needed) 4.For makeup Air Oprnfng SfzinQ,refer toTable501.4.2 NOT REQ'D A Use thls column ff therc are other than hn-assisted or atmospharkally veMed gas or oil appliance w ff there are no combustlon applianca.(Power vent and direct vent applianca may be used.) B.Use this column ff there is one fan-auisted appliance per venting system.(Applisnces other than atmospherkally vented appliances may also be included.) C.Use this column Nthae Is one atmospherkally vented(otha than fan-assisted)Qas or oil appliance per vendng system or one sdid tuei appliance. D.Use this column N Mare are muRiple atmosphericslly veMed Qas w ofl appliances using a rnmmon veM or H there are atrn�phe►{wly veMed ps or ofl appl"�ances and solid fule applfaMes. Table 501.4.2 Makeup Air Opening Sizing Table for New and Facisting DwelNng Unfts One or muitiple power One or mulUple fan- One atmospherically vented Multiple atmospheriplly Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gaz or ofl ap- ameter pliances,or no combus- power vent or direct vent pNance or one solid fuel pliances or solid fuel Uon appllances appUances Column B appliance appliances Passiveopening 1-36 1-22 1-15 1-9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passiveopenfng 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passiveo enfn 164-232 101-143 70-99 43-61 7 Passive o enin 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w r Passiveopening 420-539 259-332 180-230 311-142 SO w matorfzed dam er Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >i79 NA Notes: A.M equivalent length of 300 feet of round smooth metal duct is assumed.Subuact 40 feet for the exterior hood and ten feet fa each 90-degree elbow to determine the remaining length of straight duct allowable. 8.If flexible duct is used,increase�e duct diameter by one inch.Flexible duct shall be stretched wtth minimal sags.Compressed duct shall not be attepted. C.Barometric dampers are prohfbited in passive makeup air openings when a�y atmospherically vented appliance is fnstalled. D.Powered makeup alr shall be electriwlly interlocked with the largest exhaust system. Combustion air Not required per mechanipl code(No atrnospheric or power vented appliances) � Passive(see IFGC ApDendix E,Waksheet E-1) Size a�d type 3°RI ICl 4'�FI@X Other,describe: Explanatlon-If no atmospheric or power vented applfances are installed,chedc the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Vleaze enter size and type.Combustion air vent supplies must communtcate with the appliance or appliances that require tfie combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to caiculate to size of a required combustion air opening,is called the Known Air InfiRration Rate Method.For�ew construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculatfon Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 80000 raft Hood �an Assisted �irett Vent Input: Btu/h�or Power Vent water Heater: 40000 raft Hood �Fan Assisted �irect Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. �792 The CAS includes all spaces tonnected to one another by code comp►iant openings. CAS volume: ft3 LxWxH 16 l 14 W 8�H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-i 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 VEIYT APPLIANCES) 4a.Standard Method Total Btu/hr input of a�l combustion appliances Input: Btu/hr Use Standard Method column in Table E-i to ftnd Total Required TRV: ft9 Volume(TRV) If CAS Volume(from Step 2)is pre a fe� th a n TRV then no outdoor openings are needed. If CAS Volume(from Step 2)1s ►ess th an TRV then go to STEP S. 4b.Known A(r lnfiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: � Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: `�OOO � Required Yolume Fan Assisted(RVFA) Totai Btu/hr input of all Naturai dreR appliances Input: � Btu/hr Use Natural dreft Appliances column in Table E-1 to find RVNFA: � fta Required Volume Natural draft appliances{RVNDA) TotalRe uiredVolume RV =RVFA+RVNDA TRV= �OOO + � _ 300� TRVfts Step 5:Calculate the ratio of available intertor volume to the total required volume. Ratio=CAS Volume(from Step 2)dl vided by TRV(from Step 4a or Step 4b) Ratio= 1792 � 3000 = 0.60 Step 6:Calculate Reduction factor(RF). RF=lminus Ratio RF=1- O.�O = �.�0 Step 7:Calculate single outdoor opening as if all combustion afr is from outside. L�OOOO Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Gombustion Air Opening Area(CAOA): ,1 ��.�� Total Btu/hr d ivld ed by 3000 Btu/hr per in: CAOA= `f'OOOO /3ppp gtu/hr per inx= inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multlpUed by RF Minimum CAOA= 13.33 x Q.40 = 5.37 �� Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m uk/plled by t he sq u o re root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 2'62 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 Sectfon G304. IfGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) InQut Rating Standard Method Known Air Inflhration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Naturai Draft 1994 to present Pre-1994 1994 to present Pre-1994 S 000 250 375 188 525 263 10 000 500 750 375 1 O50 525 15 000 750 1 125 563 1575 788 20 000 1000 1500 750 2 100 1050 25 000 1250 1875 938 2 625 1313 30 000 1500 2 250 1 125 3 150 1 75 35 000 17 2 625 1313 3 675 1838 40 2�0 3 000 1500 4 200 2100 45 000 2 250 3 375 1688 4 7 2 363 50 000 2 500 3 750 1675 S 250 2 625 55 000 2 750 4125 2 063 5 775 2 888 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 b25 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 4 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 7125 3 563 9 975 4 98 100 000 5 000 7 500 3 750 30 500 S 250 105 000 5 250 7 875 3 938 11025 5 513 130 000 5 500 8 250 4 125 11550 5 775 115 000 S 750 8.625 4 313 12 075 6 038 120 0� 6 000 9 000 4 500 12 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 1 5 000 6 750 10125 5 063 14175 7 088 140 000 7�0 10 500 5 250 14 700 7 350 145 000 7 250 10 75 5 438 15 225 7 613 150 000 7 500 11250 5 625 5 750 7 875 155 000 7 750 11625 5 813 16 275 8138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 6188 17 325 8 b63 170 000 8 500 12 750 6 375 17 850 8 925 175 000 8 750 13 125 6 563 18 375 9188 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 0� 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21525 10 783 210 000 30 15 750 7 875 22 O50 13 025 215 000 10 750 16125 8 063 22 75 11288 220 000 11000 16 500 8 250 23100 11550 225 11250 16 875 8 438 23 625 11813 230 000 11500 17 250 8 625 24150 12 075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The defauk KAIR used in this sec[ion of the table is 0.20 ACH. 2.This section of the table is to be used fw dwellings construc[ed prior to 1994.The defauh KAIR used in this section of the table is 0.40 ACH. �-- — - 7800- Bar/ow HVAC Load Calculations for David Weekley Homes Prepared By: Michael Hoium Sabre Plumbing&Heating 15535 Medina Road Plymouth,MN 55447 763-473-2267 Monday,May 16,2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manuai J 8th Edition,Version 2, and ACCA Manual D. Rhyac-F�,e�identlal 8 iight Conuner+clal HVAC Loads Elibe 8Mtvvare Duveloprnent,lnc. Sabre Plurnbing&Heaan9 � , 78b0>8adow P mou N 5447 _ P 2 Pro'ect Re ort —� . , . �� _ Project Title: 7800-Barlow Designed By: Michael Hoium Project Date: Monday, May 16, 2016 Client Name: David Weekley Homes Company Name: Sabre Plumbing& Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763�73-8565 � . �..W . . . Y u : . r . v � , n _ . , ,� �.p,. . � , � . - �., , }., � 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 Indoor Grains �Bulb Wet Bulb $�1.�iUII7 $gLHU�] Dly Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50°� 50% 75 35 Total Building Supply CFM: 1,264 CFM Per Square ft.: 0.257 Square ft. of Room Area: 4,912 Square ft. Per Ton: 1,728 Volume(fta)of Cond. Space: 46,672 Total Heating Required Including Ventilation Air: 57,137 Btuh 57.137 MBH Total Sensible Gain: 27,942 Btuh 82 % Total Latent Gain: 6,162 Btuh 18 °� Total Cooling Required Including Ventilation Air: 34,104 Btuh 2.84 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are perfonned per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building 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. Monday, May 16, 2016, 10:05 AM . Rhvac-R�islsntial8 Light Conunercial HVAC Loads ;�Iibe Soflware DeveloprtwM,lnc. Sabre Ptumbing&Hea6ng . 7800-8arlaw P mouth`MN 55447 : P e 3 Load Preview Report i i I : I � � ' � 4 Net� ft?� ; Sen� Lat" Net! �� HYs; SCy'sj SAy�s� Dud Scope � Ton j Iron� Area; Gain; Gain; Gain; Loss� � 9# " Size .__.____._..�.._..___._ ' � , y CFM� CFM3 CFM�, _ _ _...____..--.._..._.__._._._-- .�_.___.__�___._.._�---.__...__ �__._.:.__._._..1____v.:_.____.._._.�___.__._.__.__._._._. Building 2.84 1,728 4,912 27,942 6.162 34,104 57,737 678 1,264 1.284 System 1 2.84 1,728 4,912 27,942 6,162 34,104 57,137 678 1,264 1,264 12x18 Ventilation 971 4,061 5,032 6,500 Humidification 5,745 Zone 1 4,912 26,971 2,101 29,072 44,892 678 1,264 1,264 12x18 1-Basement 2,448 3,035 0 3,035 15,872 240 142 142 2-5 2-Main Floor 2,464 23,936 2,101 26,037 29,020 438 1,121 1,121 11--& Monday, May 16, 2016, 10:05 AM Rhvac�Resldential&Light Conqnerclal HVAC toads Eli�8oHware Gevelopme�,in�. Sabre Plurr�biti�8 Heatin9 ` 7800-Barlow PI mouth MN 5544?' � ; p � Total Buildin Summary Loads ^� �> Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 454.8 12,262 OY 11,417 11,417 SHGC, Window and Patio Door, u-value 0.31, SHGC U.29 11J: Door-Metal-Fiberglass Core 41.8 2,181 0 602 602 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 1548 4,890 0 89 89 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2363.8 13,367 0 2,044 2,044 cavity, no board insulation, siding finish,wood studs RJ 20 Spray Foam: Wall-Frame,Custom, Rim Joist R-20 347.5 1,512 0 424 424 Closed Cell Spray Foam R49 166-49: Roof/Ceiling-Under Attic with Insulation on 2464 4,930 0 2,720 2,720 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier,Vented Attic,Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2448 5,750 0 0 0 o�more feet below grade, no insulation below floor, any floor coyer, shortest side of floor slab is 20'wide Subtotals for structure: 44,892 0 17,296 17,296 People: 6 1,200 1,380 2,580 Equipment: 901 3,638 4,539 Lighting: 750 2,558 2,558 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 175, Summer CFM: 175 6,500 4,061 971 5,032 Humidification �nter) 15.67 gaUday : 5,745 0 0 0 AED Excursion: 0 0 2,099 2,099 Total Building Load Totals: 57,137 6,162 27,942 34,104 Total Building Supply CFM: 1,264 CFM Per Square ft.: 0.257 Square ft. of Room Area: 4,912 Square ft. Per Ton: 1,728 Volume(ft)of Cond. Space: 46,672 Total Heating Required Including Ventilation Air: 57,137 Btuh 57.137 MBH Total Sensible Gain: 27,942 Btuh 82 % Total Latent Gain: 6,162 Btuh 18 °k Total Cooling Required Including Ventilation Air: 34,104 Btuh 2.84 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 Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacture�'s pertormance data at your design conditions. Monday, May 16, 2016, 10:05 AM Christine Mattson From: Christine Mattson Sent: Friday,August 11, 2017 8:47 AM To: 'kcummins@dwhomes.com'; 'sjensen@dwhomes.com' Cc: 'Dennis Olmstead (dolmstead@alliant-inc.com)'; Roger Peitso Subject: RE: 530 Sandhill Drive/#2017-00847 Kevin, While reviewing the updated survey we noticed the driveway width at the property line is 25'where 20' is allowed by City Code 18-136(b). Please revise the driveway width and submit an updated survey for our review and approval. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN I 55356(physical addressJ PO Box 66 � Crystal Bay � MN I 55323-0066 (mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �I www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4,2017 From:Christine Mattson Sent:Tuesday,August 01,2017 10:46 AM To: 'kcummins@dwhomes.com'<kcummins@dwhomes.com>; 'sjensen@dwhomes.com'<sjensen@dwhomes.com> Cc: Dennis Olmstead (dolmstead@alliant-inc.com)<dolmstead@alliant-inc.com>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject:530 Sandhill Drive/#2017-00847 Kevin, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 1 2750 Kelley Parkway I Orono I MN I 55356(physical addressJ PO Box 66 I Crystal Bay � MN � 55323-0066(mailing address) '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4,2017 2 Sec. 18-136. - Residential driveways, approaches and turnaround. (a) One driveway approach shall be allowed from up to two single residential parcels of land to the same road,provided that appropriate easements exist between parties sharing the driveway and driveway approach. Parcels having frontage on more than one public road shall be allowed a driveway approach to one public road. (b) Residential driveway approach shall not exceed 20 feet in width at the intersected right-of-way line. (c) The total width of driveway approaches to up to two single parcels of land from a single road shall not exceed 20 feet. (d) A curb cut shall not exceed the width of the driveway approach at the properry line by more than ten feet. (e) No portion of a driveway approach, except the curb return, shall be constructed within 100 feet of a corner. �� For residences constructed after July 25, 1986,the driveway approach and that part of the driveway and turnarounds which drain to the road shall be paved with bituminous concrete blacktop or equivalent paving. Where it has been determined by the city's public service director that driveway and/or driveway approach existing on July 25, 1986, is causing a maintenance problem on the road, including but not limited to the washing of dirt and gravel into the road,the public services director shall order that the property owner pave such portion of the driveway and/or driveway approach as is necessary to remove the maintenance problem. Portland cement concrete will only be allowed from the driveway up to the public right-of-way. This requirement shall not be construed to reduce paving otherwise required by performance standards in chapter 78 or required as a condition to the granting of a conditional use permit, lot division, subdivision or as designated in the approved site plan. �g) Driveway turnarounds shall be required on all driveways or driveway approaches entering onto a state highway, county road or collector roadway as determined in the comprehensive plan, and on all entrances to public roads within the city where deemed necessary by the public services director, based on traffic counts, sight distances, street grades and other relevant factors. If a driveway turnaround is required by the public services director, such requirement sha11 be stated on any permit issued by him pursuant to this article. (Code 1984, §§ 6.05(9), 6.06(9)) Christine Mattson From: Christine Mattson Sent: Wednesday,August 09, 2017 10:02 AM To: 'Cummins, Kevin' Cc: 'Jensen, Scott' Subject: RE: Permits pricing for 2875 Wood Duck Trail and 530 Sandhill Drive Kevin, 2875 Wood Duck Trail In addition to the advance plan review paid of$1,335.70 an additional$6,887.50 will be due at the time the permit is ready to be issued. The breakdown is as follow: $3,340.12 Permit Fee $835.38 Plan Review $227.00 State Surcharge $2,485.00 SAC(Sewer Availability Charge) $6,887.50 Total Amount Due 530 Sandhill Drive In addition to the advance plan review paid of$1,335.70 an additional$7,279.72 will be due at the time the permit is ready to be issued. The breakdown is as follow: $3,566.92 Permit Fee $982.80 Plan Review $245.00 State Surcharge $2,485.00 SAC(Sewer Availability Charge) $7,279.72 Total Amount Due Please note,we currently have a David Weekley check in house(#2727194)dated 7/18/17 associated with advance plan review fee and escrow for 2875 Wood Duck as well as 540 Sandhill Drive a permit we have yet to receive. In the future, only bring in checks for applications you are submitting or picking up. We cannot hold checks. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 0 Orono I MN 0 55356(physica/addressJ PO Box 66 I Crystal Bay ( MN 0 55323-0066(mailing address) '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us I �i www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 OUR OFFICE WILL BE CLOSED: Monday,September 4,2017 From:Cummins, Kevin [mailto:KCummins@dwhomes.com] Sent:Tuesday,August 08,2017 2:09 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Permits pricing for 2875 Wood Duck Trail and 530 Sandhill Drive Christine, Thank you so much for the meeting yesterday. It was good to get some mutual understandings on your processes. We are moving forward with some adjustment to the roof pitch at 2875 Wood Duck Trail to meet the height requirement at 30'. This should be completed by Friday. If possible in order for me to save some time on starting this home,could you give me what the permit price would be so that I can send in for a check request? Unfortunately we need to make the request to Houston and it takes a couple of days to receive them,so sooner is always better. We don't expect anything to be released until the home height is resolved but at least lets me get the ball moving. Thanks again and Have Great Day!!! Kevin Cummins Builder-Minneapolis Market David Weekley Homes 612-716-2627 kcummins@dwhomes.com I��.v%d.'�t�'` , �� ,.._�._ � � � �: a Forfune Top 100 Places to Work For z s `w�� , . , . � � �__ . � � � �. � � � � � � � � � Kk� � � � � � � � � � ' --�� i � �"9r 6' � � � � U�d � � �'C� �� # � � � \ � � W � � � � � � � �- � ; -�r� ` � � � � � � � � � �� g� � � � � � � . . .., � � \ � a 1 \ t . � � � ..... � � C� �� ' � � � � c � � � �-� � --� � � -�+ �'` g�.. � � � � � � � � � � � � ;� � � City of Orono � �.oNo Hardcover Calculation WorksheeiRE��D � zf `\ Property Address: ��L> S�� N i L��!��'l:J, �UG 0 7 2C�1 I ��kfSNoPE Prepared by: r� � .� � , Date: I�C�U l C.� �-E'-�I�� L`�?'�P 5 NO Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 ier 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 separatel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30' 720 S.F. A ' C `fi i"1 YL-1- �-� I S.F. B - / S.F. C ,,�.c� �"� S.F. � . 7 S.F. E 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. W 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 sed Hardcover Subtract line 2 from line 1 3 S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage [(3)_(4)] �L�, (p % 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 �o�o C ITY OF ORONO .ti �, Street Address: Mailing Address: 7elephone(952)249-4600 �� Gti 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 tAxFSHO�� Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us August 1,2017 Kevin Cummins David Weekley Homes 12800 Whitewater Drive#20 Minnetonka,MN 55343 Re: Building Permit Application#2017-00847 530 Sandhill Drive On July 14,2017 the City received a building permit application for a new single family home. 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 11-7-2016 was submitted;however additional information is required. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards (enclosed)and addressing the following items: �/d. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the ! location to be consistent when submitting the foundation as-built. ✓a. North directional arrow is pointing in the wrong direction. b� Patio/deck should be added to the survey. d. Call out first floor elevation and list with other Proposed Elevations on the survey. e. A sidewalk(minirqum of 24")should be added from front porch to driveway. f. Erosion control measures should be shown. � � Landscape Plan. Prior to the issuance of the building permit a landscape plan coordinating with the survey must be C�� submitted showing all the proposed exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining � walls,etc. The plan should include the name of the individual perForming the work. Any proposed patios,grading, sidewalks,retaining walls shown on the landscape plan should also be reflected on the survey. 3. Hardcover Calculations. The property is located in Tier 4 of the Stormwater Quality Overlay District. Hardcover calculations were provided, but additional information is needed. While staff doesn't feel hardcover exceeds the allowed 509�,accurate information is necessary. The proposed porch,deck/patio and sidewalk need to be added to the hardcover calculation worksheet. Provide updated information. 4. Minnehaha Creek Watershed District(MCWD). Your project may trigger the Minnehaha Creek Watershed District's , / (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. �� Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free 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 1 ^ C ristine Mattson Planning Assistant c via email Kevin Cummins Dennis Olmstead Roger Peitso, Building Official enclosures Christine Mattson From: Adam Edwards Sent: Tuesday,August 01, 2017 7:58 AM To: Christine Mattson; Roger Peitso Subject: RE: 530 Sandhill Drive/#2017-00847 Chris, I've reviewed the subject Grading Plan and Stamped it approved. 1. A separate utility permits will be required for the sewer and water connections. 2. Perimeter sediment control measures should 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. Adam From:Christine Mattson Sent: Monday,July 31,2017 4:37 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 530 Sandhill Drive/#2017-00847 We received a building permit application for a new house at 530 Sandhill Drive. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono { MN I 55356(physical addressJ PO Box 66 � Crystal Bay 0 MN � 55323-0066(mailing addressJ '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday,May22 through Friday,Septemberl,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4,2017 1 Christine Mattson From: Christine Mattson Sent: Tuesday,August 01, 2017 10:46 AM To: 'kcummins@dwhomes.com'; 'sjensen@dwhomes.com' Cc: Dennis Olmstead (dolmstead@alliant-inc.com); Roger Peitso Subject: 530 Sandhill Drive/#2017-00847 Attachments: letter.pdf; Hardcover Information Packet-2014.pdf; Site Plan Requirements -April 2017.pdf Kevi n, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono � MN I 55356(physical addressJ PO Box 66 � Crystal Bay I MN ' S5323-0066(mailing address) '�' 952.249.4620 I 8 952.249.4616 �cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 1 � v .00�-.�3-VJ5 � . 1 N V 171 V bdll AB NMVtlC � 9l-f-f :�.a � VlOS3NNIW ONOdO � .Wl ,a�.0 �_ 1191HX3 �I�t/913S - 3Aa3S3ad ONOaO r�VV813S 301S-t - G � „*)V813S3301S�� -�S � N�V613S 301�SLts- ,,'L� SNt�V813S 3015 - .S'L� � �ON3J3� � I f ' � � � � � � � � I � � r�-- � --- i •. \ i • — =— — — _ — __'' � � , -� �r � � i � •F{ �,.�•�` '`\...�, 'A'�,� �/�y''A' x ' 1 \.� � �� i � i �f 1 \�`, , ^\\ � � \ � \ � . ` �f _J�Lti, 1 �\\\�'0 � T i i�I t � � I:. � � ! � �, � , � .y ,,, -- �_ , �; , i i I i i 4�.�� w�\\ `�� i . ---- ' J t- - _'1---'� �. �i y`��,• \ � \ `� . . _�c�. 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H1dON06'27ElAdH7Y.�..C(�J070 � _ . , _ ._ _ I / — ., _ ` �o�o �IT� OF �RO�C� RESOLUTION OF THE CITY COUNCIL � � ` `� �' N O. �:� �j� °. t'�k�sxo�� RPUD 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 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- 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 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 t: Maximum 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 oss lot area) of 0.5.sha11 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 area. 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 Christine Mattson From: Jensen, Scott <SJensen@dwhomes.com> Sent: Monday,July 31, 2017 5:45 PM To: Roger Peitso Cc: Cummins, Kevin; Christine Mattson Subject: RE: Permits - Orono Preserve This is not a great way to start a relationship however how quickly can you review it once received? Thank you, Scott Jensen Construction Manager-Minnesota 12800 Whitewater Drive, Suite 20 Minnetonka, MN 55343 c: 612-290-5104 �ensen@dwhomes.com I)a�v�i'��1�1e�y H�n�e� �._�_ Fortune Top 100 Places to Work For From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent: Monday,July 31, 2017 2:33 PM To:Jensen,Scott Cc:Cummins, Kevin; Christine Mattson Subject: RE: Permits-Orono Preserve Scott, Thanks for your email,the construction plans have not come across my desk for review yet. I have Cc'd Christine Mattson from planning and zoning this email. I am not sure where your projects are at in the zoning review process. If I have any questions about my portion of my review I will contact you as soon as possible.Any questions please call. Thanks, City of Orono Roger Peitso Building Official Phone:952-249-4600 i Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 �� .+� �' � �� sHo��' From:Jensen,Scott [mailto:SJensen@dwhomes.com] Sent: Monday,July 31,2017 11:35 AM To: Roger Peitso<r�eitso@ci.orono.mn.us> Cc:Cummins, Kevin<KCummins@dwhomes.com> Subject: Permits-Orono Preserve Good Morning Roger- I wanted to check in with you on the status of our permits and ensure that you have everything for the following addresses in our new Orono Preserve community in your city; • 2875 Wood Duck Trail • 530 Sandhill Drive We are hoping to dig these on Monday 8/7/17 and hoping we can get a price from your office on or before 8/2/17 in order to secure checks and pick up the permits prior to the end of this week. Is that possible? I know last fall you and I spoke about reviewing these in conjunction with the land development activity but decided not to submit them until the land development was further along and that you would accelerate the review and issuing of the initial permits we submit. Thank you, Scott Jensen Construction Manager-Minnesota 12800 Whitewater Drive, Suite 20 Minnetonka, MN 55343 c: 612-290-5104 s�ensen@dwhomes.com I��v�'�I�f�e��1�y I-�omes �.04 Fortune Top 100 Places to Work For 2 �� ,�,.�h� i � �. _ �„ �,�,�, � �. � _ ��W�,�_ �� _ � ��c,�va�� — �i��c�..h Pr��--- C��r�v�/ i �ti�a r� - (V e.,2_�l_ Wt.�.,.w u� �nzi � _ 5��v� �� a �� h�l C�.�� n.0(��--- �r�� °�.. �r t.� --- ��C�-��.�� 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 application 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 pr p sed project does not trigger their permitting requ� em nts). I will contact the MCWD at 952-471-0590 rega din t " ject. Signed by: Address: �J �. ��Yl d— rri L� �y'�v�E Permit #: Last Updated: January 2016 HAL� � � a�o ino�,a — Daily Soil Observation Notes Project No: ' Date: '�� "�� Report No: Project Name: � �� Project Location: Client:� � � Temp/Weather: ^ � �� Project iVlanager: -� Time Arrived: Departed: ' ' . AI . � �`� : Areas Observed: ❑ Building Pad House Pad ❑Roadway ❑Parking/Walks �ooting ❑Proof Roll ❑Other(describe): Soil report available? ❑ Yes No Report reviewed? ❑Yes No Report prepared by: .— Finish floor evaluation: • Bottom of footing elevation: � Bottom of excavation elevation: r' Approved plans available? Yes ❑No Specified compaction: -� Fill source: � J_,� /• '7 (_, .r Oversizing appears adequate? ❑NA Yes ❑ No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? Yes ❑No Proposed project bearing capacity(psf): Contractor notified of results? es ❑No Name of person notified: Was a copy of this report left on site? es ❑No If so,whom was it submitted to? r , . c� � Notes/Comments: � � , 4 � ' �p , � ' C. Performed By: P.eviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testinr,•was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. 5�' _ , DATE TIME / CITY OF ORONO CALLED IN $-�4-17 V INSPECTION NOTICE SCHEDULED Ss'15 �►"I 3�� PERMR NO. 26�7 -6 0$�Q-'1 COMPLEfED ADDRESS ��' 5��11� I� I I �t .IV ''_ OWNER TELEPHONE NO.I�Z'��.3"�� CONTRACTOR �� - I�� , � DESCRIPTION � d �� y �OOTING ❑ DEM -FI AL ❑ SEPTIC FINAL � Q �� POURED WALL ❑ PLUMB G RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FiNAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL i OWNERlCOKTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: 5�i�ac,�GT ' /�t✓ S c.��✓`ev�rf S�'gs�ts — Q ��L � " d� �dCC✓S C r� /'2�-tcv O� , . . O Sp�L - r✓'�c��or, w �orr��i�.., rou,� ac ✓ rr/JiS�ti � �O Q ��n•5� T�"'r"'�S p�� `n Z ' !�o rc�h.c✓ �cs �1�,1 ' � ' �`o rt fi/��o.i 7� V..�t�i $�i i cl�C. 1�G- c( �U CJ�f � Ga�rrcc�< �!C "�i �Oy.� _ � d S /LC �er1Ct PrQUrQta `�- ro�- �� c `1 W� ❑WORK SATISFACTORY`.PROCE-D��^�Q,,� ❑PROJECT COMPLEfE ,,. }�OQRRECT WORK 8 PROCEED C�ra s�a r� �'a.�'�i..��$SUE CERTIFICATE OF OCCUPANCY ��CORRECT WORK,CALL FOR REINSPECTION tfj�(�f�iak'C TEMPORARY V BEFORE CdVERIN(i Cp��'t-S'c � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHpTO TAKEN INSPECTOR WILL REfURN O STOP ORDEFi POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. can ro��xt r��ro�za no��i�aa�►e�. (952) 249-4600 ownerlCo�tractor on site• Inspecto ►`� wn��e conrn��s�eor.Fi�. Canary CoPYfSlb Notics � DATE TIME CITY OF ORONO cnLLED IN i� ��-t3 MI$PECTION N TICE `� SCHEDULED � ' PERMIT NO. —aD g�/ CO ETED ADDRESS �� , �✓�I�{/`�-� p�WNER ' TE HONE NO. � � ? � CONTRACTO � � DESCRIPTION �l'�'�� "`--' � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL `Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP 41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTiC INSTALL Z O�N611COK�RACfOR TO YEET YOU:_YES._NO � COMMENTS fvY/yJ "� D/� D�� f��►-+Sv h A r'6v�7 4 �I_�.'�11 3 RO lr-�S '#-� w� �tvr"%1.��.Tc� O � �D L.�S # �p �i� ,V ►�vf i� 3 �/a.�f O� ►�YJ��L,/ �, � �J,� � Pvu� �l �O/"hiS CC�'��.pyl �Od�•h4 � W aC � � W W � j � '�/ORK SATISFACTORY:PROCEED O PROJECT COMPLETE W O CORRECT WORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O� ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CdVERINO PERMANENT p CORRECTUNSAFEOONDITIONWITHIN HOUR3. O PHOTOTAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑qTATION 13SUED ❑INSPECTION RC-0UIRED.CALL TO ARFtAN(iE ACCESS. cap ta uie�ext Mspeceion z�nours�ad�►�,oe- (952) 249-4600 on site: � � yy��p�� Can�ry Copyf8lb Nolle� ��_ ATE TIME ✓ CITY OF ORONO cnLLED IN �Z� '� INSPECTION NOTICE SCHEDULED � ��j S -i 7 � PERMIT NO. �� `��7 COMPLETED —�— ADDRESS -�� d--�1� � `�� OWNER - TELEP ONE N �-�G1�� 2 CONTRACTOR � � � � DESCRIPTION iz��L�1G�q�TU �- ��_ � L--��--�t� / � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL i O'MINERICOKTAACTOR TO MEET YWI:_YES_NO � COMMENTS: � �� -� �� 4 d✓'a; +,'F I•�.c v.4�. flv ,.��...� t�2 �+,s�►a�,-� � �o�►�'� r0� '' �'r �0 64 ��.�'i'�1 � 0 W R Q � 2 � w � � J � �WORK SATISFACTORY:PROCEED O PROJECT COMPLETE W O CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC04/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP OR�ER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector White CopyAnapector's Ffle Cenary CopylSifs Notkx � y � ✓ CITY OF ORONO CALLED IN �oZ D,��J TIME INSPECTION N C / ' G�+EDUI _' �-�� _�c?� PERMIT NO 1 `G cbMPLET ADDRESS OWNER " EPHONE NO. �� " �� 2 CONTRACT `W� � DESCRIPTION v V` 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 � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OYUNERICONTRACTOR TO MEET Y�OU:_YES_NO v�i COMMENTS: � � �b.�1 �r..�� /c� � �'��h ��}-;d n � t.J G l( �v� I/N'►t L� 1~a o ir� � a-� -6j � t�� nS � r, a W �bl�/ •� s e�1 0� D��'afi;v►ZS �I k � � � �-o r�� Q � z � W � j W �NlORKSATISFACTORY:PROCEED O PROJECT COMPLEfE ��CORRECT WORK&PFiOCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaU for the next inspection 24 hours in advance. (952) 249-4600 Owner�ontractor on site: Inspector: ��'�d 1^ ..� White Copyllnspecto�'s File Canary CopyfSiM Notks � ✓ D E' TIME CITY OF ORONO ALLED IN I � � INSPECTION � /�s EDULED l — PERMIT NO. `� P�ETED ADDRESS � OWNER TE HONE NO. — � CONTRACTO � � DESCRIPTION t� ❑ FOOTING ❑ DE O-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 �,FJiAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �j�- �Z` �P'��`� a �T�'aS� P�(Gr�l ` �, j �vr 'e. ✓� � ` o� �a-�Pv 0 � OD' � tU ��l.(Gb cd �%� Uc,vrle�s' r'e�r/L�cr� 2s � ��S G�SSP� Q /�` �� O Q✓t <�� 6�/< . � O►1. �• � ��- ll,�G� . � �� ro��pe rc`iG.�eo•� /✓'0��5 G�J��r•�►. ,/� « �l.�e W � l � - � cL�'4 � kJ�G�� 6� a Go r r � -[ � ?� �'dc.�� W �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � �ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY �4 O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's Ffle Canary CopylSite Notice � • DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE (�(i� SCHEDULED � PERMIT NO. 2-l��1 � `^+g�� COMPLETED g��7 ADDRESS 5�50 �,1'V�I'l;l L� T�'EVU pyyNEq TELEPHONE NO. CONTRACTOR � OESCRIPTION �� "�� 1y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPHOOF ❑ 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/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? O�WNBYCOKTRACTOR TO MEET Y�U:_1fE8_NO � COMMEN7''� � j 0 � � W � Q � W W � j W ❑WORK SATISFACTORY:PROCEED O PROJECT COMPLETE � �CORRECT WORK Q PROCEED �ISSUE CEFiTIFICATE OF OCCUPANCY W 0 O OORRECT YMOHK,CALL FOR REINSPECTION TEMPORARY V BEFOREf�VERIN� PERMANENT ❑CORRECT UNSAFE CONDI110N VYITHIN HOURS. p p�{pT0 TAKEN iNSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �pTATION ISSUED O INSPECTION REQIIIRED.CALL TO ARRANGE ACCESS. ceb ror n�e�ext�z4 no��,��. (952) 249-4600 owneNCo�tractor on sne: �nspector WMt�CuPY��FIN Gnary CoP11�Notles �i � il►!!T c��G7O G y7 DATE TIME � ��/ 1� CITY OF ORO cnLLED IN INSPECTION N TIC / SCHEDULED � PERMIT NO. �` OMPLETED ADDRESS _ �� . � ��1 . OWNER T HONE NO. -�� CONTRACTOR � DESCRIPTION 4~j ❑ 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 �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTIUCTOR TO MEET 1I�U:_YES_IVO � COMMENTS:I�l�— 4 t -r- Scl�� o�� oL `� avE �� . � 0 W OC Q � � W � � � �4�RIFSATISFACTORY:PROCEED ❑PROJECT COMPLETE w ❑CORRECT Y1fORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECTYYORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC04/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN H��- ❑pHOTO TAKEN INSPECTOR NfFLL RETURN ❑STOP OR�ER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS_ can ro�u,e�e fon 24 hours in advar�ce. (952) 249-4600 OwmerlContra e: Inspector: � White CopyAnspector's Fik Gnary CopylSlts Nafa � � O�D CRYSTAL BAY FOUNDA TION AS-BUIL T FOR: ROAD NORTH o , „ DA VlD WEEKLEY HOMES s o o i 6 0 o w 6 7.5 0 12800 Whitewater Drive , � o �, �-o Suite 20 C� N N �°26.3 Minnetonka, MN 55343 I O2H.3 -DRAINAGE &UTILITY�EASEMENT-� 1025.5 `� L. PT. `� i0 � - - - - - - - - - - - - - � 5 I � LEGAL DESCRIPTION NOTES: LEGEND: I I LOT 1,BLOCK 2,ORONO PRESERVE,HENNEPIN �. SURVEY PREPARED FROM ALLIANT ENGWEERING,INC. 5 34.O EXISTING ELEVATION I I COUNTY,MINNESOTA. GRADING PLAN DATED JULY 7,2017. I I LOT AREA: 9 3 4.o PROPOSED ELEVATION 2. BEARINGS ARE ASSUMED PEF PLAT I I I 030.O LOT AREA=10,188 SQ.FT.OR 0.234 ACRES _� DIRECTION OF DRAINAGE I � f ��_ IMPERVIOUS AREA=4,121 SQ.Ff.(40.4%) 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST � 1031.2 �- BUILDING FOOTPRINT AREA =3,070 SQ.FT. FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP _ 50' BUILDING SETBACK _ I031.2 � DRIVEWAY =846 SQ.FT. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE 10 �M)1032.08 � I PORCH =153 SQ.FT. ARCHITECTURAL PLANS. EOF EMERGENCYOVERFLOW (M)1032.09 EGRESS EGRESS I SIDEWALK =52 SQ.FT. LFE LOWEST POSSIBLE FLOOR 1032.08 I yyER�s#I WELL #2 WELL #3 TC TOPOFCURB _____ io32.io�M> � - �__ BENCHMARKS: ` 10.54 13.50 20.00 7{96 � �' 1031.7 `� �X TNH LOCATED ALONG THE NORTHWEST LINE � IRON MONUMENT FOUND � I o o I - OF LOT 8,BLOCK 1,ORONO PRESERVE, � I5.50 � � ,n ,n � � HAVING AN ELEVATION OF 1029.34 FEET NAVD ❑E ELEC7RIC BOX � � � � 29. ~ T❑ TELEPHONE BOX � � z IW � ,� P R 0 P 0 S E D �B F E 5 I Q � PROPOSED ELEVA TIONS: LEGEND � c,ae�E iv eox � j I H O U S E I � = FIRST FLOOR = 1033.89 EXISTING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 w I o 9 FT-FULL I � � TOP OF FOUNDATION = 1032.2 p � - GARAGE FLOOR = 1031.8 " ° TREE PROTECTION LlMITS p WATER VALVE a ?> �'' Y I `D BASEMENT- M I ,� �I" BASEMENTFLOOR =1023.5 0 w - � '1Jm I 7800-BARLOW � QI � o LOWESTPOSSIBLEFLOOR =1023.5 SIGNIFICANTCONIFEROUSTHEETOREMAIN OO STORMMANHOLE ,� � O r w �� i� m Q REAR = 1031.7 i Q �� ELEV. A �I Q � SIGNIFICANTDECIDUOUSTREETOREMAIN OO SANITARYMANHOLE ^ � � �o � I 0 2 3.5 �, o DA VlD WEEKLEY HOMES PLAN: � � ,� � O zl ' z SIGNIFICANT CONIFEROUS TREE TO BE REMOVED (P� PROPOSED ELEVATION p � I LFE ol 1 N � "BARLOW" c� N W � - 9 FT-FULL BASEMENT- PROPOSED CONTOURS � Z o I (M)1032.10 i m� o = (ELEV.A) SIGNIFICANT DECIDUOUS TREE TO BE REMOVED rn � - cM>io32.o9 � GARAGE � - ¢ i PLAN#7800-A � EXISTING TREE � Z � I M)1032.i0 i �I ADDITIONAL SIGNIFICANT TREES-OFFSITE J � I(M)1032.09 � � (3 STALL� I PLAN DATE:REV.03/22/17 3 � 1032.2 "' S.00� 1032.09 1031.8 �-�i WETLAND MONUMENT m W i I o �\ �M� I � _ i3.00 � � 1032.2 � � I BUILDING PAD Z 10.54 i 1032J2(MS 031.30 � o (M)1032.10 � / 1i PORCHM 03211 9.67 ,- 19 00 1 ADDRESS: �M� �OUNDATIONOELEOVATION Z a 0 � � � � 1031.45� 96 530 SANDHILL DRIVE o I �� I � o� �I03 34�S ETBAC c (M) � I ORONO,MINNESOTA o 0 2 9-.9 8 � � �; �,� � ; I s i o i oy � N � N Q o0 � m N � � o I I O �r� �J �J N Q � \�-DR�INAGE & U71 17Y- a / � N � I �� o � EASEMENT ��\ � � �� b � �Q 3�.4 � i �� j David Weekley Job#.� Date Staked: I hereby certity that this plan,specilication or report was prepared by � SO4 � 0 O��I�� 00102 08/22/17 me or under my direcf supervision and thaf I am a dWy Licensed j 6 . ^� Pro/essional Land Surveyor under Minnesota statutes 326.02 to 326J6 n lj � Alliant Job# Checked By: ^ ��.� � . � �030.� �Z DENNIS B.OLMSTEAD_ a 1030.5 � 2ia-0is�-0o�oz oeo Pn�weme� � � + � . Field Crew: / DrBwn By: SigrraNie � AUGUST 22,2077 18425 0 O �O no 4o TL PLF Date LicenseNumber j G X SAN D H I L L D R i V E ORONO PRESERVE A��a��E�9��ee��g ��. �` 233 Park Ave S,Ste 300 E SCALE lN FEET ORONO, M/NNESOTA ti�i��eaPo�iS.nnN ss4�s g 612J5s.3o8o ^naiN � LOT 1, BLOCK 2 6iz�sa.so99 =�X s 3 WWW.d��ldfl[-If1C.COR1 0 p� / y�/� � �/ � S f� Y/�' 2c)l?• l�bS�4l / �1/I(l� �-Btli I�' � ' � � �s'-e" 13'-2" 15'-10' 19'-8� 7-0� 6'-2' 9�-5� 10�-3� 4-0 4-0 PAno Aeov� 4-0 4-D __ (�HSS�0 6'-8' � � pH�S5�0�6�'-q8p'� BENEIL C o; m EMEII PE�f CODE u� ��JJJ 1 I �� O � g ��w s'-s' r-e• � $�r� 14" � � o, r � i i ' i � � o � U I 1 �' 1 1 � ^i I 1 R-�i�i �11 1 N ~� �_�� 1� 01 � � �� i �� N � y W 1 I U \� tJ� I�+ N O •� � 'o �4' j — N(ED IVAIl o �� ^= �? 8�-2� 5-8' 1T-B' 6 5� � `� 6 BEAPoNC W 13'-2' 1X6 BfAPoNG wALL 'o'O°° i • e i i m 41 i S'-2� i� i i �'^� a, r: �`� Z�- A i�,�E i i � � � 2X8�MlG WMl � �,1� F-Fi � � � � 4 � � R I• n}. � + � � o � � $ , 1 �� y /�. r 13'-2" 6'-10' S'-4' � — —� l D � N � � � � J�� O Z4�_4� � � __ � Q C � WA7ER HEAiER ��""�� A UNEXCAVATED LOC.PER � a r� Anar) �� G�� $� 1 � � ��E�n� _ < --- ;. 1 ' �'°�n1rou `' + � i\�AY V/JtY i ty, m aa. — � � IS-' 2'-4' 4'-10' �• �. 0 � N 4 I/2' 4 1/2' 8'-3' 17" 16'-3' 17" 21'-0' 9'-0' 19'-0' 49'-0' BASE�ENT �1/ GA�rIER00�. e�o�l 4 � eAn� 4 s' (F9G64B4) iuu e�r(Fl�n) NOTE: ALL BS�IT FLR. CEILING HEIGHTS 9'-0" UNLESS NOTED OTHERWISE ,; " DRAWING SCALE 11 x17 1/8" = 1'-0" 22x34 1/4" = 1'-0" Z D �� z ORONO PRESERVE Proj. No.: Lot: ') � �,,,��e,�HdID�„'-�°a�� m � �o o soo7 David Weekley Homes �.�«��. ° � (/�O � � � _ �� — � ob No.: Bik: Z �� _ � �� r�oo�uo�►�«rY. me aca,a�speanceuons ot n�e 1Wer�ed � � � � = ORONO� ��N 0000 Sect: CN/JP/RG sca�e: 1/8 1 -0 �re��•e�,� � -a� oate:8/30/16 Rev.: whet e+e oa�►e�d sa�e w�rook�ce. y , . _ 49•_0• 1J�-6� 15�-6� 2D,-0• 3�-3' 3-6' 3'-6' 3'-3' 3'-0' S-0' 4�-0' 4�-0' 4�-� �b 8'-0'� FX 0 B'0' A �^� ,��r. �� P '` �' �- � ,�-0. � o gso (z�e-o o e'-o• e o + ----- `"• ------ • . i-- 11 0' i � r------- � �i.n, 1 I �i,'� ,. � DtNING � � 3' 6` 4-0' 4'-0" 4'-0' • � � OINNER�S i u, 4 � 11-0 QG. � � ��.6� g 4 3'-10" �� -+'e"'as� � ; o � 1 1 ^'•�� 11-0 p.C, i 4 q � � I � � I I � I I 1 1 I I ' FA111LY t I �---- ��-o----� m `^- O I 1 �, � � - aq � C '' �---n-o'--------J o0 2�-8' 3'-10' 2'-0' 16" 2" 104 mw 4'-6' S-0' r-10' co 2'� � -i o I I � -o i �i ��,� `- �� o � a � �� I� � ~ � -'�i i i i it'-0" 5'-0' 0" 3-' 20" r ii ii p 6 �;2�- ; � N 01�IER'S �: � � ;` a � ' � � � �Ns �+ p 1 '• %\ 1�1 b + �j � q 1 � • �! N i��i� R $s �� o ,�+fip � � cC Sc W a R �- � i i i i "#�� ti�sp. � ' i 4 i� �i � i --- � i q� � ----�i i i a � iC i � a _ i��i � i�X lNIF11 � � � �v m v'i'w r:��o�0 4e.�m u ; �`'-`� �� +' S'- - � ' _ cr! � ' i i ��. i Z� 2�-2� a � i i `n i �i' , b �� a N 1 � � � � � I I N 1 Z I �� j I t• ' m 1 p� � � � � � N � 1 � N U �k � i a i o & v' a: ��I � � � i ' �' � i � 'Y � iRiS � + �, + R � q4'-10' Y-8' ' ` � 5'-2" C-10" 4'-0• � H'_�• 5-6• • � 8'-10• oq, BEDRI� 3 -- o � � S"tUDY � '-g` 4'-" r-p' o� , __ �� ;. r O V!. O00 I O N OO � Q a � g„ ��' o ��L a� ;, o 0 • � I P � +: m �r. I� a � � � v �, " � r��r,u�� ;� g-Y 3'-4' i II i sa -- O1i -- -- N � � i U �C X� \�, � � �'O CPI �l GRADE � uo �4 o b "4' 3'-9' 1 4'-B' 7-10' 8'-I 1 -8' N �+ �� N 4 � �,°' r N + "� 3 CAR 0 //�� /� ' GARAGE i6i�i 1 A 1 � 1 � 00 � GC V � � I � v � 40 � �� J� j� �N 1 O � � �0� I � � I � ��Z_�� 1 � 0 8�-�� • � N ' m � j I I SH 0 8=0' 10-0 SOFFlT I 4 �, d; ' ��16' 3'-0' 3'-� 3'-6` I q " � iT_U. �_4. 5�_Q. I 8-0 B-0 GAftAGE DOOR 16-D B-D GARAGE DOOR �' � "Z � _ __---_— � �____— � ''�' � r + � p. ��iN i� P R 4' 4' 4 4'6• 4' 2" {" 4• 2,� 4• 6' 2'-4' 8'-4' '-4' S'-8' 7-4' 8'-C 18" 16'-0' 18" 21'-0� 9'-0' t9�-0• 49'_0• FlRST F100R NOTE: ALL 1 ST FLR. CEILING HEIGHTS 10'-0" UNLESS NOTED OTHERWISE PE p��D ALL I lED�11AL1S U OfiED OTH SE roR �� OPTiON LIST � �W �S SUPER SHOWER �y fG{ r r Z SINK O U11L. �� 3�O GAMEROOM/BE04/Bhl4 DRAWING SCALE FIREPLACE O BASEMENT � � WETBAR O BASEMENT FlREPLACE O FAM�LY 11x17 1l8�� CUSTOM KITCHEN A �� ;�� 22x34 1/4�� = 1�-0�� Z y �� z ORONO PRE SERVE Proj. No.: Lot: � „� °�m�'�,� � � �o � �_ � _ � _ � Job6OO7 BIk. 2 David Weekley Homes, �� O Z � = N ' CN/JP/RG sca�e: 1/8 = 1 -0 ��v�rery. Thro�� N � �� O RON O� ��1� 0000 Sect: oate:$/30/16 Rev.: �t n`��. 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L=4- _ ' ti I575 I �� - 1 h 1., 570 i ( WOOD DUCK TRAIL � � ��OCK I �',.�„ � , FP � � '�.� _ - . q---� � ,i '' _,,r� ; �'"� . � ,�� (�565� ( �,, n _�� I � t r 56�,0, � �:�a � •,,,., �' � t � Y� ' ,>�-�-�= ' ; � '� � �; � �� _-�'- - _ :..�.� , �=� --- 1� � �` 2895 2885 2875 � � ' % � (� _ � wo wo wnt�o --- �� 550 �.,� �: I 3 ` - �.�.r f i" . � FB 2865 �_7� I WO/LG f ' a 5�5 ' f. . � 28ps Lb � t S40 � �---- [] , �� Pond �^tr- � � � ,. , . ` � ��' S35 �` , � ., � � ' � ; ` W U � �,,.,. ,.! _..5 �,.�. ------9 � � 7 i r _ '�� ' t;., � BLUESTEM I +_-�\* � � \ ��Q ' il - � �`� '� � � Infiltration '; •� � ��'. �4 � \� � Basin � �Fa�� ( `9--- 0 s7I � ` t ' � � .f T � � '_-��4 1 � `�� y ` � i ; BLOCK 2 � i .� � � � 520 Z � � � ; ;' }) �`' o I � t � � � � } 510 � ( Existing � ; �r 3 � } I _a � Wetiand r ' ► Q �,�\ , i m- i m 1 �� ?, � �� t��`` '. �` + � • 500 � � w_� ¢ 495 � 1 a � � v� ��: � � �� J � � � I '" _' U ��.,.,!` �BLOCK 4 = I � � p 490 � � � Z `° -' � �, 4 5 ' � 4 ��, `,� �s � �� ; ; i � �-__ , ___: - ti . �, � 480 � 1 � � �4is� � �—°J � .'� ,..� � �' , , wU� 1. � , o ' � ^ I �---� ,,,�.��' - — �� ' � '� �� ~� �' '� ' ��, , �� H, �'�` � , ( ' } i.;�;}- � '� � �a3o } ( p ` y � � �� WO f ``_">� � {/ ti f�_""'�"_ � .'��.S . — � � 4 � � � �� ' �� / � � � - � �:�" , -«. ---- �a0 �_ .- ,_. . r - 28 t , i A 2833 � ' � 2850 ��..._ � / � CB ' I ," �,�� -.�, r�-- �,� ,w�. � � '�� I � � � , ��3_ �. . ii ' 28601 28 S ',� � ., ,'}� % � wo ;-.. ��%� r� � ``��_—K'�/ �4__' €! �" � ,- .. 287� �� ' I .0' WO : �`''� 'r� w `�} I�2880 r S ��Q.O� �!� '_ � 283�! � � 6 �.J � ; �`�'-' ,` --J � j� '. p�,0 R � (28,{�1 2839 � � � �� ... � /'� � v t� g� Fe � _ ..;-• ,, _. ;'�t 4 �� " � * � � �' Infiicration BLOCK 3 �� n:.� \ I �5 Basin : „� : � � .,.,.� � � � See a DaHd Weekky Homes Salu Comulnnt!v detaAa.Prlces,plans,d�meru�ons,features, � spetMaaons,materyls,vd milabliry o1 homes or commurwtla are sub�ect m chante � wlthout notice or obliptlonJluzvatloru are ornst's depctlons only and mry dllkr lnom � canpleted Improvemma.CopyNth[O 1016 David Weekley Homes-AN Rl�cs ReservcA. Building Dreams, Enhancing Lives. Orono Preserve David Weekley Homes ORONO,MINNESOTA , - BC697545 � Q � OLD CRYSTAL BAY CERTIFICA TE OF SURVEY FOR: i°Z8.88 NROAD NORTH �1026.44 DA VlD WEEKLEY H4MES RECEIVED TC a�o �027.79 1026.63 r�028.35 1028.44 1028.99 � �0 °16' C�"W 6 7.50 _\" N 12800 Whitewater Drive AUG 0 7 201 I X 1027.60 1026.63 1029.14 v � r 1026.41 X 1025.89 � �� O � �X X1025.98 1025.46 ^I�OF ioza.si � � � �-N 1026.3 � ORONO 1028.3 X �z" FES 'DRAINAGE &llTIUTY EASEMENT-�\ Minnetonka, MN 55343 �025.2� 1025.5 `a L. PT. `` RIM \ 1027.91 �� - � - - - - - - � - - � $ � n I � X X � LEGAL DESCRIPTION NOTES: LEGEND: LOT 1,BLOCK 2,ORONO PRESERVE,HENNEPIN �, SURVEY PREPARED FROM ALLIANT ENGiNEEAING,iNc. 9 34.0 EX/STING ELEVATION I � � COUNTY,MINNESOTA. GRADING PLAN DATED JULY 7,2017. I N N I 9 3 4.0 PROPOSED ELEVATION '� �? n LOT AREA: 2. BEARINGS ARE ASSUMED PER PLAT I X � M I N �'"� D/RECTION OF DRA/NAGE a "' 1030.0 LOT AREA=10,188 SQ.FT.OR 0.234 ACRES � x �,� I� 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST x �-�- IMPERVIOUS AREA=4,143 SQ.FT.(40.6%) � I 1031.2 50' BUILDING SETBACK 1031.2 I BUILDING FOOTPRINT AREA =3,071 SQ.FT. FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP DRIVEWAY =gg7 g(�_�. LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE rc EOF EMERGENCYOVERFLOW � ARCHITECTURAL PLANS. � I028.59-� �� I PORCH =153 S�.FT. x T/IRON 1030.18 EGRESS EGRESS EGRESS ' T/iRON SIDEWALK =52 .FT. LFE LOWEST POSSIBLE FLOOR 1029.74 WELL //I 1031.26-� WELL //2 WELL #3 - I-- 1032.22 � 10.54 13.50 20.00 796 -1031.55031.92 BENCHMARKS: Tc TOPOFCURB � � 1030.8i ,_. 1031.7 `� i031.64 { �X TNH LOCATED ALONG THE NORTHWEST LINE � IRON MONUMENT FOUND OF LOT 8,BLOCK 1,ORONO PRESERVE, � o t�pzg.�� J � I i f� � HAVING AN ELEVATION OF 1029.34 FEET NAVD E❑ ELECTRlC BOX I 1029J6 J I I I L(� o 0 29. ~ ❑T TELEPHONE BOX � CO � I PROPOSED �023.5 . � w X`io�s.oi x � LEGEND o,� � � � " PROPOSED ELEVATIONS: � CABLENBOX BFE Q M �' � � H O U S E I � � FIRST FLOOR =1034.2± EX/STING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 o�d C z I o 9 FT-WALKOUT I � � TOPOFFOUNDATION =10322 o G � c�i � GARAGE FLOOR =1031.7 TREE PROTECTION L/M/TS g WATER VALVE � �'Y I iO B A S E M E N T- M I d' B A S E M E N T F L O O R =1 0 2 3.5 X W Tc x = � wm I 7800-BARLOW � IQ� � o LOWESTPOSSIBLEFLOOR =1023.5 SIGNIFICANTCON/FEROUSTREETOREMA/N � STORMMANHOLE � 1029.13-' � > w i� �i m Q � REAR =1031.7 � ��,� ELEV. A NI Q � � SlGN1FlCANTDECIDUOUSTREETOREMA/N O SANlTARYMANNOLE � �o� 1023.5 I�,� o Z �� DAVID WEEKLEYHOMES PLAN.• P � � � ,� � �� I ZI i X.� ( ) PROPOSED ELEVATION n 0 o W m LFE F o I N �o 'BARLOW S/GNlFICANT CONlFEROUS TREE TO BE REMOVED a W � � Q o I i------ ---------- m�{� o X 9 FT-FULL BASEMENT- PROPOSED CONTOURS i � a � GARAGE �n - _ (ELEV.A) S/GN/F/CANTDEC/DUOUSTREETOBEREMOVEO n i o PLAN#7800-A � EXISTING TREE a � Z o I ; (3 STALL) �nl o � PLAN DATE:REV.03/22/17 ADDITIONAL SIGNlFICANT TREES-OFFSITE N J � IQ32.2 � "' 5.00� �Q3�.7 � x1030.05 , o i I I "' ' Io30.94� I �' WETLAND MONUMENT "' W 1031.86X ' 13.00 0 ` Io030.94 ��32.2 I � BUILDlNGPAD a' T/IRON �T� ,�. .6 � O I I T/IRON � 103L15 � 1031.94 � �•3 9•67 - 1031.39 ADDRESS: °' 3 . � PORCH , ig.pp _1 N � � L .96 530 SANDHILL DRIVE 0 0 1 � 10�30.98 1031.03 1031.02 � x rc � � CS= � � 20 Bt7t�L-61N� ---i-- . I ORONO,MINNESOTA � 1030.00 �� I SAN 31.25 SETBACK i �>' o 029.9 o "' 1017.61(P)� � i O y� I 5 � « N 00 O 1 c� o "'t_ °�' b�I �� N O c.� I X \�-DR.�INAGE k UTI 17Y_ O � N d 0 X a J 10 3 0.4 ! o � ASEMEN 7 ��\ X � o Revision Nofe OB/03/17:Updated survey per cily comments. � � r � David Weekley Job N: Date Steked: Ilrerab cert tFiet this � i Y Nl' P��,specdication w rapat xes plepered by 1030.6 3-'� �030.61 C O w 0 0��I�� 00102 07/14/17 �w ur�der my diract supervision and thet�am e duy Licensed y TC J �� .(,^� � P�o(essionel Larrd Surveyor urMer MinnesWa sfetufes 326.02 to 328.76. ^ t� ' 1030.2 �z ai�r,iob a Checked By: DENNiS B.OLMSTEAD o X ��3�.S � 2/40157-00102 OBO PnntNeme� v 7C TC ` X - x Field Crew: Drawn BP:LF Signaa`BNOVEMBER 07,2016 18425 � 1030.91� J 10 �O �O Dete LlcenseNumber / 1030.23 � X X'03081 SANDHILL DRIVE 103°` TC Alliant Engineering, Inc. � ORONO PRESERVE �` 233 Park Ave s, Ste 300 � 1030.64x ORONO, M/NNESOTA Minneopolis, MN 55415 � �o3o.zox �o2s.�sx SCALE lN FEET LOT 1, BLOCK 2 � 612J58.3099 Fnx °' � www.alliant-inc.com o c�