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HomeMy WebLinkAbout2018-00375 - new structure CITY OF ORONO �L 'r 11 I 1 ' 1 I 11 2750 KELLEY PARKWAY * 20 1 8 - 0 0 3 7 5 * DATE ISSUED: 04/16/2018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2837 GOLDENROD WAY PIN : 33-118-23-24-0028 LEGAL DESC : ORONO PRESERVE : LOT 3 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 367,000.00 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 2,792.02 PLAN REVIEW 479.81 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 183.50 12800 WHITEWATERDRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 5,940.33 Payment(s) CREDIT CARD 8646 5,940.33 OWNER OP5 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 any time for due cause. / ////4‘;'/ Applicant P itee Signature Date Issued By Signature Date Builder Acknowledgement Form Permit #2018-00375 / 2837 GolAlenrod Way Builder Representative Name: ,n S Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. The water service connection must be protected during construction. Damage to the service lines will be the responsibility of the builder to repair prior to approval of the utility permit and !� issuance of the certificate of occupancy. G . Separate utility permits are required for sewer and water connection. / c /v Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations /G must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls,etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. L . Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. G G� w:\street files\goldenrod way\2837\builder acknowledgement form 20185-00375.docx CITY OF ORONO SCAN BUILDING PERMIT APPLICATION „5-9 FOR NEW STRUCTURES OR ADDITIONS G fir, �O<VO Mailing Address: PO Box 66 Permit number: azv 7 -Uv j7 ? 2 Crystal Bay, MN 55323-0066 Date received: �. ��?-aW$" Street Address:' Received by: tiF ` 2750 Kelley Parkway Plan revie : 3' / 35 lgkEStios�G Orono, MN 55356 review:3. 1 r &JO , Main: 952-249-4600 Total Fee: / Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 7817 Gnldanrnd Way Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: David Weekley Homes State License# BC697545 Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive,Suite 20 Cit Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: kcummins@dwhomes.com PROPERTY OWNER INFORMATION: Name: *Same As Above* Phone(day): Melissa Johnson 612.462.6932 Address: *Same As Above* City: ZIP: Email and/or Fax mjohnson@dwhomes.com ARCHITECT/ ENGINEER INFORMATION: Name: Mulhern&Kulp Phone (day): 215.646.8001 Address: 20 South Maple Street,Suite 150 City: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ▪ New Construction 0 Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage 0 Deck 0 Public Sewer ❑Accessory Building ❑ Single Family with 0 Office/Commercial ❑ Relocation detached garage 0 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 0 Storage MCWD review&permits. 0 Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) 0 Other:(specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 MAK 2 8 2018 CITY OF ORONO Last Updated: January 2016 SCANNED STRUCTURE INFORMATION: 1. Structure Dimensions��i ,1 1. Structure Dimensions(continued) ��//' a. Length(ft.)= 1(�'J Number of bedrooms= 2. Occupancy: ✓( b.Width(ft.)= gic 1 Number of garage stalls: 3. Occupant Load: Areas in square feet / Attached= c. Basement= 1 V l�\J Detached = 4. Type of Construction: - ---g d. 1 st Story = It/ 1 0 /_ /' e.2nd Story= 5. Code Edition: Z-0(l/ J ^ /*WC f. 'A Story = g.Total Area= t? S REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclo d Applicable ❑ Building Permit Escrow Agreement and Fees E(/ ❑ Plan Review Fee O Completed Application Form / 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set Q ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements O Survey—2 full size,to scale(meeting ALL survey requirements) Er ❑� / Hardcover Calculations ID .v. Septic System Certification I 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Erz Landscape Walls and/or Retaining Wall Plans O Er—/ Stormwater Pollution Prevention Plan(SWPPP) ❑ g Access Permit ❑ ly Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. , 3/ .." ..._____________ adial Applicant's Signature: Date: Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES I ADDITIONS Address: V$. &d4iyOOti�Wa Permit No.: 201 00575 Description of work: N(o `p W, Date Rec'd: 3'2 o N Septic review by: S€JVvC( 'i- Miff Date Approved: Zoning review by: Date Approved: Building review by: ` � i' 5 , .e, Date Approved: y'/�5/,/6 Grading review by: 440I YY QtSl011 Date Approved: 4 3 .` ," Zoning District: 14)1A-C) Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area: 11 i 33. �/AC Width: Structural Coverage: SF 0/0 Survey Submitted: Yes D No Date of Survey: 3•I L '11 Revised date(?): 3• •t0 Landscape plan submitted? D Yes Landscaper: A3 Sr f YYV, D No/ None proposed Proposed Setbacks: O 1 Front(L ce) Rear(S�t4 ( 0 S E W ) ( NE W ) Other Buildings Wetland Side ide _ Zip' Z ' 1 ,., Building Hei•ht Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" (a) I�, definition): First Floor Elevation (from building plans): (b) I(j3,,,I.q Highest Existing ground level (per survey) or 10' above lowest ground level, (C) whichever is lower: 1032.0 Difference between (b) and (c)*: (d) I,9 q DEFINED HEIGHT *Ifhighest_existina adjacent grade is-above-FFE--_Heigbas_a)- a- (e) G C *If highest existing adjacent grade is below FFE-Height is(a) +(d) l `I L Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes D No Permit Number: IcerMD Yes D No N/A D Yes /No D N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) l(p,Laii° D Yes 1/No D Yes /No 1 2 3 4 5 45l Q.if. Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit Plan Review (/ State Surcharge 1/ Investigation Fee SAC–Number of SAC Units )—Mi r)-- Other(specify) l . Square Footage $ per Square Footage t14—Basement 21/--G1 x 97,TZ- = $ -2./ 6.7. 58 6,2 Z&s-e klicA4 15b--(. x /03..7 = $ 1 l l)&2?7 - b'z- /5 -rZeoy /lP D 5 x /m.o�, . z $ I l�l/, (, 71 I , l_a 0 Garage 4L x (77 /e _ $ 171 03P, `D c6 Estimated Construction Value: $ ,3 / ( QoD Orono Inspections Required Work Requiring Separate Permits Footing 0 Site X Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire iSC,Foundation Survey 0 Hardcover Removal Fireplace Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection -'Waterproofing/Drain tile Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 ther(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey 'Final Lathe Required State Permits O Other(specify) 0 Well ' Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O 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 Christine Mattson From: Laura Oakden Sent: Tuesday,April 03, 2018 4:00 PM To: Christine Mattson Subject: FW: 2837 Goldenrod/2018-00375 Laura Oakden Planner City of Orono Direct 952.249.4602 2750 Kelley Parkway,Orono, MN 55356 Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us From:Adam Edwards Sent:Tuesday,April 3, 2018 3:59 PM To: Laura Oakden<loakden@ci.orono.mn.us> Subject: RE: 2837 Goldenrod/2018-00375 Laura, I've reviewed the subject grading plan and stamped it approved. 1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 2. The water service connection must be protected from construction traffic during construction. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952)249-4661 aedwards@ci.orono.mn.us From: Laura Oakden Sent: Monday,April 02, 2018 3:42 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us> Subject:2837 Goldenrod 1 New home permit was submitted for 2837 Goldenrod on Orono Preserve. I put one copy if Adam's box and the other part of the permit I dropped off in Roger's office. Please let me/Christine know if you have comments. Thanks! Laura Oakden Planner City of Orono Direct 952.249.4602 2750 Kelley Parkway,Orono, MN 55356 Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us 2 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL c) NO.N O. ,16 /� b likE S H o- a' P` RPUD District Minimum Proposed Flexibility SFR Standard Lot Standards Required? Minimum lot size: 15,000 square feet 7,500 s.f.—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 typ./45 feet min. Yes Minimum lot depth: 125 feet _ Varies- all 125' + No Minimum front building setback(to 25 feet With blvd. sidewalk 2 ' Yes internal streets): CW/0 blvd. sidewalk: 20' Minimum rear or side setback to 50 feet C 50 feet No Wayzata 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 9 20% of lot depth 20%of lot depth Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD buffer plus 10 feet MCWD buffer plus 10 feet Building height: 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 percent of their depth. 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 gross 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. 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 1 Z: 43-- . Zi 'ON AMR r%7 I. / ♦\ JL _ 1 Pg vI-8 / Ajit: ,, F ,611 -- T $ imp L i....",,, � \ \\ a \ ry .l•1 „...\\\` es `\\\ / rn , .., /// \ _ • _.....l..-1 /A,, n \•\; >x-‘/ / /,'-/ M - ` - \// \ \\ \\ \�� / �"'T�- `.r r / \\ \\ _ - s Ji / Y Y ...-. - /, ..,,'"li' /., •. " , / 10/4, I g i r - 1�I i m \ •i //, /Ai— — 1 1 -, 11I' 11 - 1t-� %/. 1 �� L---1- - ii-.- . 1 ----• ...- , , ., � ----T- I I, m / --"./. \'' Ai '-- I le i , 1 hd_ < - I /f/;/'77/4' •;. )/ 'S ," /1 ''' . '----"1-44//,,,, // • . ,f7.-., < 1 I "� I I" i 1 o-; �/ j///f �Y/ / n.- L___J. __ III• 1 P. I I' 1//,// // // ; 1 / , t // 1 / / i.il t s. ----- • 111 t. I l/S:-:ti `!l/ /' 11 1 \ \E-- /r �l `, ♦ . r1 1 Y = i /--r l'iss l 1,,4 1 - -riI ; '''...;•.;-1 I R Im I 1 I •1 �---'- 'I 1 1 'ii 1! .�1�I---rr IJ 1 r---1---- I II- ! 1 . I IL I 1 1 1 1 1� z I I L1_----I_j L _, 1 V 1 I ! I I H' X I 1 1 I, 1 n 1 .i I I iiY1 V 1 I n . V I I J i t �f , , �—'.t MQM _ r,. W I ml m lei , C- -� : r. y L L JJ \ \ b 1 I -- - I y I _ 1 j I 1 n I I .. y I a t- U -J O / I , 1 i i 1 In� N .. T �f- N Z1 z (nendJ Oil lit SOMI)M 04 79 YLYLSYM C — Z O z 0 2 �— CW7 cc 2 / / _-_. O o Mspyul.s spm..s'4-.11491 1N.W.'p•Uc1OKVIC.A. 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 EtSigned Escrow Agreement & Escrow Payment EaBuilding Plans (to scale) x2 IICertificate 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 fficopy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this pro.- Signed by: OPIPP j__ air l ' 1 / , Address: --2,-- Y37 60 / to tg W/ Permit #: 010/ 8-tioa75 Last Updated: January 2016 RECEIVED New Construction Energy Code Compliance Certificate Date Certificate Posted MAR 8 ^ Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 8/31/17 2 2018 Mailing Address of the Dwelling or Dwelling Unit 7822-A GIV Q1=ORONO Name of Residential Contractor MN License Number David Weekley Homes City Plan ID 7822 THERMAL ENVELOPE IRADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) w o v FActi'iORL ve(With fan and monometer or _, c O other system monitoring device) 65. a tutoir ...g ... Ir o 7 ¢ -) U 2 "E g Location(or future Location)of Fan: Insulation Location a .F z, U w 4 § 5 s -a H z Jr. w w v2 n a a Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X exterior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Interior Wall R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe other insulated areas IBuilding Envelope air Tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: .27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): .25-.29 R-8 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SB48060S21 PROG5042NRH67PV BA13NA030 Describe. Input in 60000 Capacity in 50 Output in 2.5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 43949 22724 27790 Cfm's 1 "roan Ouct uR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in dins: Low: 50%=88 High: 90°4=158 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in c1ms: 73 5 "round duct OR Total ventilation(intermittent+continuous)rate in cons: 145 "metal duct Site address 7822-A Date 8/31/2017 _ Contractor Completed David Weekley Homes By Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 3220 Total required ventilation 145 Basement—finished or unfinished) Continuous ventilation 4 73 Number of bedrooms Directions-Determine the total and continuous ventilation rate by either using Table 8403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) \Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ so.ft.) continuous continuous continuous continuous continuous ,continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 C145/7� 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) CBalanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 100%, Low dm: I Q Q High cfm: C o Continuous fan rating in cfm(capacity must not exceed vV JO continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts.Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation.The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control set to 50%=88 CFM ERV has wall control set to 90%=158 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 3220unfinished basements) Estimated House Infiltration(cfm):[la 483 x ib] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 483 above) Makeup Air Quantity(cfm); [3a-3b] A O n (if value is negative,no makeup air is needed) -108 I j`'+� 4.For makeup Air Opening Sizing,refer NOT REQ to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air _ Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type 14"rigid 5"flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 60000 raft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood I1Fan Assisted Direct Vent 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: 6OO ft3 LxWxH 711.©W 10 H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)15 greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less th an TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 40000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 = 3000 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 600 / 3000 = 0.20 Step 6:Calculate Reduction Factor(RF). p RF=lminus Ratio RF=1- 0.20 = 0.80 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): 3.33 �� Total Btu/hr d i vi d ed by 3000 Btu/hr per in2 CAOA= 40000 /3000 Btu/hr per inz= . inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 1 3.33 x 0.80 = 10.67 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3.69 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. • b . IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 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 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 ,4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 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 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. City of Orono -Volvo Hardcover Calculation Workshe t `, ' Property Address: 01 i/JA(i. S ) (. 0 ( div-(00 ^i,, a`y' Prepared by: t , Date: sS -Q Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A (24.A.a I d l h -bc4 S.F. B9VM—W141 S.F. C BCI,. S.F. 0D 5[ Iw/�U& , -z,--1 S.F. rUpir i)or-a, tol 1k_ ICD S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover , S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 9j£ S.F. (4) Total Lot Area 13 q K S.F. Proposed Hardcover Percentage [(3)_(4)] `(e,2 % I RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the inforrrta c?n?irleU 18 herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. 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I I •' I / G.; 9 :� a /'' 1111 I \\ Ir I I 41 t \ I N \ TRUSSES® • • • • g 0 " \ f,y 2ro.G � _E J..,. \ IAc185,2 LLL'0 M2 o • 4, 1iiMi: Mii \ 'V r --- tsvp_ cam t: �aae (2pecoNr. a-rZgm m8 W a DeDto mP9' ORAING SCALE •y2 ,w 11X17 1/13".14T,aa6 22X341/4"=14T NOTE:ALL 1ST FLR.CEILING HEIGHTS ADVANCED 'TIT 1r : '6 yT _.if-_ 10'-0"UNLESS NOTED OTHERWISE PERIMETER WALLS&ALL INSULATED WALLS UNLESS NOTED OTHERWISE c y ORONO PRESERVE Proj•No.: ' ' ` ©Weekley Homes LP. 2017 CI,Z N Lot 4 David WeekleyHomes The measure shown on tsns,andMme a 0 2839 GOLDENROD WAY 6011 a v m 3 guidelines ct l.e uleatlona of the flconstruction ensonly. The ished structure i- _ N= ORONO, MN No.: Bbd MM/PP/RG �e:1/8 1t-0�� may vary. This document may not be relied on %. N j %. 0009 . `Dame9/20/201 7 Rev: , as a representation of what the completed structure will look like. rvt . . . . a rn�O� � o rn n- ILRO ' OW! \ -1:ili 0 g iv:- 1 , , ,6z _. 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Chovi � � G G� ��� i 1� �� py � � T DC o1ii111 aoi "i f i of R I i Io MO 111 li 100 ! a lqii- til Ylialiii • . : -e IJt P Mii ■ ihl: :I 1 FR 4 1 tFi i k ; Ili iiii:111 ill Ri 9! HP • 1 4 P Ai ill Y 111 h I OR ; 1R > aya4.0 it, iiiiil1:, il-0101 ii,f lad, ::ziiti t0 ? ,yg� l eCh gil I � i Y r � O q Ili �> O 1 y • T s i "� > 0 A ! . } I w , ,, h I k llN4 "'fig I RR i g 4 b4g I g I i ga P 1 �{ :';zi4 O i " it 1 t l 2 I� �' j lt r 11 1 4 4 li 1r@il -0 1$11 egg r g - gll$ i" o • I 1 1 • 8 k STRUCTURAL NOTES9111 f �- 20215 -81 • 616 7822 MODEL T �215frICrn001 Fa:215b168310 DAVID WEEKLEY 1YWW.mUIh•nlillp.tan s! HOMES , J I MULHERN 8� KULP O STRIJ CTIJ RAL EN OIN•ERI N 0 MINNEAPOLIS, MN 1 rn W L °o 'r""w*c—di � 000 N e (J1 /('� 12 MAX.MALL 1ll6HT 171x.MALL I 6HT V° 17 TO TOP OF HEADER J. ! l WQ TO Tor of HEA rppli7 IEFo17A1U 4 KM STIR �PI Oh � I I LAcK ID ♦ ` '0 1 : :♦: C : . . : 1 6 :3 : : 7 i 1 14' . : :: ' ' ,_ ...,. . ni il ._,._.___1I �� t : : 0 ♦ j -- ♦xr> - Ii : y:0 : : : 14: : : 77is : , . :C• -,-; =la g ., n, 4 ill Ili I ir— As V, sid e li III f 11 0 11 —4,-- i Z fig — g 1 Ai eil ii! ql 51 1-4'-- � # ��_N h o 101/ AD _ , >L__:71: : : : ; : :t: : : : : : 11 : : : : : • O ..... 1 ♦ e. 0 ._. 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I ii mm:4Limmf__:,=__--- .__ IP iir.\,k 4ii I21 IS \ V• zs ii: II s l ill HAiit _ 1. — 1 4 i ili — F 1 g4 I i --.2 .k Ii+ '4 k > 4 I . : P '- II ►�', ifri 4 II— NI — 10 4iiNi il LI 1 ®loI 1I 1 ® q A 1 iI 0 ill Ia 21 II \ \ RI 14 g Mil1Mi ill dr0 il _f 5 iin 1 /11 F. pi % ‘,„:11 I STRUCTURAL NOTES & DETAILS 1 1 I I f N. N - 20 SaM 1 .9 9tlY 150•MdNr,H 19002 .. ....2154464910 KULP i 00 7 8 2 2 M 0 D DAVID WEEKLEY 1 O w.m. �w z LHOMES UHE8C � ' BMTALILLT LIAAL RN CNG I N 2!RIN G 111 MINNEAPOLIS, MN rn o J0W N E ES . r H4111 - - "/ ?? gx€10 IQ i Eg3 r-- ; i;ii;i1;1 ,E 1 X O1=g 1>$ �B-' o; 12 DB@10-6PER ENG. / r-10" y w w m E I a 8 I 0——� ILINEOF PITCH BREAK TRUSS n SHAKE SIDING - "1' 6'ANGLED TRIM CA 10-6 PLATE // (TYP.) �IIIII1h (TYP.) a+ -� 6'FASCIA(TYP.) , .II��IIII�II► 12 - _ 1�1 12 ILII Milk 10 E 14'-12'PLATE Oj 1 10v dII�1 II�IIII. 1 @DORMER T 1 4'FRIEZE(TYP.) ` ILII)' ' .lIIIII\ ����'''/' 1 ' 1-63-OFX@14'-8' /.1�IIRIE1111= = INIIIIIa.. 1YX24'LOUVE(TYP.) SEE DORMER II „,, ! (BLACK GLASS) r1111111IIIII = III�IIII1�I\. e ® DETAIL M METAL DRIP EDGE „„ „„ - �Q_IM1111Q_FMlrll. : W 161/7 I 1 10'-O'PLATE IIIIIrIIII. 4.TRIM(TYP.) - - 10'-0'PLATE L ` / SOFFIT MATERIAL m W/6'HEEL III I I I I I I - ill•I I ••I,I` — _ W/6'HEEL 17. 6'FASCIA— �� ,� 1 SEEBRACKET X11: �' DETAIL '_Q U U U Q U Q U Q U Q Q Q R II Q II _._ I, SEE CORNICE b / 4'TRIM SEE TRELLIS _ M DETAIL ii :ti2 ji 2X6 SUB FASCIA , / Is, DETAIL �a FRAME DB AREA / SOFFIT MATERIAL EQUAL TO COLUMN HARDBOARD 8'ANGLED TRIM M... I SOFFIT MATERIALM..M Y FRIEZE BLOCKING AS // (TYP.) b — 6'TRIM a v,,, REQUIRED �/ SIDING W/6' �■�7 IIIII IIIII IIIII IIIII IIIII IIIII IIIII I� TRIM(TYP.) ��I.- --I `, LIMESTONE 0 IIIIIIIII IIIII IIIII IIIII IIIII IIIII IIIII _® .® CAP(TYP.) V 0 N 2'TRIM OVER 4'TRIM > -- DORMER DETAIL STONE(TYP.) Me_ 1111—I$-11111 1111111111'1111111 IIIII e : — — 9_- 9 �� a N TAPERED COLUMN 1Y __9'_F1R$T FLOOR • - •ca■ IN•dd• Q_FILSTF_MFL__� 0 d QZ SCALE: 1/4"=1'-0” :0 1111 11111 11111 11111 11111 11111 1111111111 :—lM.altH.cm', 11 M ARCHITECTURAL DOOR(REFER TO 4'TRIM(TYP.) S • COMMUNITY SPECS FOR TYPE AND STYLE) i FRONT ELEVATION"A" co 18' r 10' 12"' 5• If M g SI I I kr ( 4'TRIM OVER 6'TRIM > g- , 4 1.P :‘ I . r ZO ! E.8 A O LIMESTONE CAP > N _ ll I r,Y,Y, 10' ✓ l_ ■ to LIJa (--7 , -__- __. —_ I1 14' W i APPLIED STONE ' s - 6' 15' , E1 N O (-- TRELLIS DETAIL 2 a6 cc W O SCALE: 3/4".1.-0" ep a Q CCZ _-N � + O J !� • �� 10'-0'PLATE 10'-0'PLATE O 0 O l 0. TYP.PLATE HEIGHTS W/6'HEEL I W/6"HEEL O M J NOMINAL ACTUAL CO N r 1 8-0 PLATE 8-1 1/8 — _ l J ,�� 9-0 PLATE 9-1 1/8 - — _ 6'TRIM(TYP.) ..as - 4'TRIM 10-0 PLATE 10-1 1/8 SURROUND(TYP.) 0-O F.F. —, • — N 11-0 PLATE 11-1 1/8 - _ _ FR.DR. \ 2ND FLOOR PLATE HEIGHTS TRIM G(TYP) SOUTH FYPON1 i -(W/18"FLOOR SYSTEM) 22_A BRACKET 19-0 PLATE 19-8 1/4 `L 7: BKT7X11X3 FLOQFJ_ ____g'FjR�TFL4Qg__ E78LV�1 OR EQUAL 20-0 PLATE 20$1/4 CORNICE DTL. 21-0 PLATE 21-8,a BAYER SCALE: 1"=1'-0" 0-0 F.F.=FINISH FLOOR STEPS VARY BRACKET DETAIL ` SUBFLOOR , REAR ELEVATION PER GRADE MINNIAPOLIS SCALE: 1"=1'-0" % ST.PAUL W 'eMll 310011 MN oloimule , :mu 1 I.OZ/OZ/&°' • ' ` paadwoo an IeWM to uollelueaud01 a se _ �1 6000 Q N N uo mow eq lou Aew unuinaop Spa-AleA ABU! ./a/dd/W W Y1��IY►ft 'A' 1 S Q ozzonos papouu alt to suopsoploeds lanae 110 1 118/�� •r13 iao N.\ ONO O F-N W d a eta-quo eon uopon,lsuoo 303 seupepin6 E = Y Q a 0111 luaunoop Om uo uMoys suopeoppeds 1309 AVM aOaN3a100 6E8Z a" J m 2 N ,a, putt'suolsuewlp'6luewentsoowau. sauUog SappaM piALQ 1 co LLOa 'd'l�woH�ePIeBMOO • roN d 3Aa3S3ad ONOE* ti W I 1 ..0-3=2/1. IX« e ' e+'I" g o 3� 7 t di co 3111313 ONIAINHOce �3 o s i Ni �3 w a a I I 111 : ,moiB sgo • 3N '4,, m L m i COs 1 0 n j a ZO S-E I 411 111!11111IIIII�I w Z O 1 a I— Are'` WL cl A`" 1JJ A: ""L LLI 111111 i I— n I COA Atli--• > 1 I0 +�i9, tlij Z1,01 VIII 1 11..1 W W CI A£ U) W w "' § o P,_ a o - C-T :o $Fw LL Q a G it S 7n Q 9 013 Nr 2�'' I E 5. v� '1 � H �U- q �I m G U Z a l' 6 I. X X Xzle �lcz X i y `Z/l l 2/1.11 I Z / .3' f,y J LLI CI / 0 Z x U 8 ?5 ga @i .'S. d 8 CC P • . rk-- - 104TFLT.HT. 1ao PLT.Hr. O W/6"HEEL W/GHER_ 0 -n Z Tg {I 8:12TR t 1 0,124 41' Lis./ W/6'HEEL r Y> e I I. ii a. 8:12 TRUSS I fo f II a • I II 72 "' 16 I ,1W '-s 1 II r---� ii A $ -, is r L_ - 8: 12 TRUSS co II i zz 111 I a 4:12r .t 7. 11I a II i 8 < ° •I ~ i S z L I— g F ta-0"RT.HT. 4 DF. Lar 4= w/6'HEEL 8 5 m Z L I 0 D l- 0 n C 1- > O z N 0 e:3 Z m m � N i o i S o DRAWING SCALE T 11X171/8"=1-0" m T O 22X34 1/4"=1-0" = ,3 y ORONO PRESERVE Proj.No.: 4 ` ©WeekleyHomes L.P. 2017 y Z The measurements,dimensions,and other rl Z a �7 No 2839 GOLDENROD WAY 6011 David ee ey Homes specifications shown onthis document are 13 a C 3 guidelines for construction use only.The N= ORONO, MN Block MM/PP/RG Scale:l/8"-1'-0" actual aspecifications This docuof meen`t mfinished y no hs`relied on . . 0009 Sect I %Date9/20/2017 Rev: , as a representationk like.of what the completed .rvt 144, structure will look Ilke. 04,30 W 'eHll Heol IIIM eln{ons L LOZ/OZ/C % ' vas pewsiwoo a{paws{o uoueaesade.ase _ /y�� 6000 a r N uo paws el lou hew aewnoop slyt'AMA Rea 1 i0 1� ..8/1.:qm DU/d d/w w ��y� ' cpr N IN `O N O U O i esuonats papaw a{Jo suopeowseds len{oe DPota i-N W a Q al Apo pen uouonasuoo a{seunepin6 E = Y . d weaewnoopenquowealssuopeoupeds iii /(�� «09 AVM aOaN3aioo 6E8Z 2N ....1 m z•N HMO sue•suol.uewlp•p{ueweinseew aj samog XapiaaM pug(' MN 'd'lsewoNRe1310aM0 / ` li ■■■ ■■■ 1 • ` VroN laid 3Aa3S3ad ONOaO , W• , Z -.0' 5 Wm _ J ^i 033 EIR 0, E 10 H ; W � $ 8 2f53 § g 8 I-- 0*9F 0 ► « ¢ oI o 50 N®mo- =e jm� 3- _ , w = U 6°W w Z^ o z u� LT;W_ az Ill 1J� z � taw 6.> Q :H cfr.... 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P , (-- -n •maNIIIIL,r1 Z ( i N i N , 2 M 'v W 1 TIMI mfr GFI� ��i Z / \ / —1 / \ l• • ►� 1 111 1 Oo q lo I.. r 11 WH ___ _ = t eJ RZ /fir — ��-- -- --� / PI III .. a --� � -541',' oO A3' E - 1) . n 1^ = C N 5 rT, 41,r - v m ORONO PRESERVE 6 10 N1°': 4 1 David Weekley Homes , 0W �y� LP 2017 other 71 Z a r N8 2839 GOLDENRLot OD WAY specifications s�measurements,dimensions,document a < T N C 3 guidelines for construction use only.The r0 , -, = ORONO, MN Job No.: Slodc MM/PP/RG `' :1/8„-1,-0„ actual specifications of the finished structure H j 0009 may vary.This document may not be on • / , Sect I s 9/20/201 7 Rev: , as a torepresentationiillooli of what the completed structure will look like. ,rvt • / 3-0' / -I cn _ — r i_i §n zWm _m N < �` I II cn o Z -n m p m -o M w S Z _-, --.-I -< -I C, —IZ r m —i 1 --- I C ,r m nW N '— A W O ` 11 m O _J o O a ---- - moo° -7I ono 30 D x v m x v 00� El Om @ 1I �m �m _ -- _ =m z _J mz OO X)J J 0 03 II w = - 11 n O 33 r fa M I ---1 i III II Z < ; ri O n — -O J J I IN N m L7 11I N p W n 73 r 1p _,z --I O w � � ,11 -, mm Jr. JJtltl N • v 70 W Ts- — — D J =-iI I D Z a 1- C")n i 111 -1 1- TO 111 = L7 7< — _ < Kto III _1 fn Cn 2 IIS m W N w cn -o 42. — Cn =;II& Zm N 73 Z Il c V - 3> 0 W _I— 2 111 SI M I c = J° Imo I I o in - 1 -�I Z CZ --I n m X11 II rn --t 2 p O IIIN l—N C III Ti — :-=J-I1 1 II X 3, 0, X 5) u N * 0 T =,IIw z 3o p� II o _ O r = cn II co co 0 N N _� \ --E 6, i 11 OC r: C Oaoz p 0 — ?I ll : Ji JII HUIb : „ � Li = l; O 0 !7 0p m I CI n 1 3-0” 1 \ / 5-0" I— in 0 1 r , I t7 s -n ANGLED WALL z * Iii '. v ± P:33 a - zvn oo m ANGLED WALL J p nco m m z z m mo x r 5 O x `2 D Nr k6'-O" 1 10'-0" Is'-or. i )3. 20" I f 3) = b : z • �M —ai n 0 0 0 n I— G) ...4 ? ORONO PRESERVE No.: 4 ' • 1 ©Weekley Homes L.P. 2017 N z zoo soy 1 Lot David Weekley Homes �z > No 2839 GOLDENROD WAY 1mssuremems,dlmenslons,andother specifications shown on this document are y a m C 3 guidelines for construction use only.The o mi IV= ORONO MN Job No.: Block MM/PP/RG 1 �t r �� actual specifications of the finished structure ent r r mi 1 0009 c�,,,a� n.�. /� •O as a repro nta.This tion of what thye completed ` y / , , Sect , ,Dede9/20/20 7 Rev: , structure will look like. .rvt Pe� g2 ii Iiiliv 2 Eoiot0 y 9 C r p � � p C o� xo- 1 wsail 0 _pu_cp r q$E E yl l>a� p wY E m J I CA E O 4'-71/4" / 0 / Tr Ct4 17. tv Li 44N. A,_ \ N TOP VIEW V o C ci.aQ 1 ilf" 1,4?" 1f" 14"cm iN" NOTE: (71 to ADD 1/4"SCRIBE TO d' co FLUSH N EACH SIDE STILE (NOT ## ' �, INCLUDED IN WIDTH 1 �3 N N "' N DIMENSIONS SHOWN) r T to - FLUSH b c 36"HIGH o RO �: HOOK STRIP: b ' HANDRAIL - CD 0 N o 0 o 0 Q 11-1/4"TALL - 36"HIGH GUARDRAIL X 3/4"THICK - - - > b / CTR. 1 CTR. / b W4 ti) b) 1/4" BEADBOARD BACK& > kr 4 SIDES AT ALL (3) SECTIONS IN.!, ; :er NN O4- atv I W a. la 191/2" PER O J 1 - 1/2"THICK =� COMM. z O CC OOO —„,,,,,,,,,,,n„d —t \ 0-" \--------- WOOD TOP re c, ” Fr: g' O ago N b 8 N7 \---- _ BASE- �' 6 to MATERIALS SUPPLIED 5 • i • \—•--- * — EQ. EQ. EQ. BY OTHERS 3 a SOUTH •' 18” 4'-71/4" 2 7822-A SIDE EVELVATION FRONT EVELVATION \ I1 i INT-2 BAYER BACKPACK RACK DETAIL STAIR SECTION MINNIAPOLIS ` ST.PAUL i - 1029.08 a s °°'61°Q"W ".87 ER TIFI A TEOFSUR VEY FOR: C C N 0291028.9 EM } 1029.49 029.37 �� `'d •.45 1 -----13-7-----..- M SR -X DAVID WEEKLEY HOMES 1_ Ro LEGAL DESCRIPTION ......i._:-.... - - 7 s - - - � • - / ` , , , LOT 3,BLOCK 3,ORONO PRESERVE,HENNEPIN �`� / o g, 1 = \ �X COUNTY,MINNESOTA. / / X x �� 1 \ 1 O% °'. I '\ o 12800 Whitewater Drive LOT AREA: ,0 Jam/ / T I M x LOT AREA= 17,338 SQ.FT.OR 0.398 ACRES o / M`+ / o M \�\ I \ �� Suite 20 IMPERVIOUS AREA=2,819 SQ.FT.(16.2%) o �o x M o ��1\ •P • \ m •OO o Minnetonkacn , MN 55343 BUILDING FOOTPRINT AREA =2,059 SQ.FT. X / X X = o g "M DRIVEWAY =581 SQ.FT. / / x PT. \, a m PORCH =136 SQ.FT. x / / °0�O�9i '11 \ \ o SIDEWALK =27 SQ.FT. Motiq o X v �OnREAR CONC.PAD =16 SQ.FT. // EFL? cFoc � °' BENCHMARKS: / 1 /l '/ 0 o \ o NOTES: LEGEND: TNH LOCATED BETWEEN LOTS 12&13,BLOCK x • x n ►� 50' BUy4DING SETBACK in ci 4,ORONO PRESERVE,HAVING AN ELEVATION - - IT o � o ( , (0 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. OF 1031.80 FEET NAVD 88. / 0 19.0.55 IT N x Fel o 9 34.0 EXISTING ELEVATION co 6GRADING PLAN DATED JULY 7,2016. / �• / ° o 3 x >\ 1040.' J \ x _ _--- 934.0 PROPOSED ELEVATION T/I-os oo o N �� i ( - 2. BEARINGS ARE ASSUMED PER PLAT 10 9`45 / x N n 0 c� �� DIRECTION OF DRAINAGE / / o `* O , x •>, �� - 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST _ of 2/.,. • •-- �i x /0J, cC o 0 o .- -� I N FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP 0 co \,9 x S x x o .� _ LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE z 0 f, 9) • ors' o x 1.1 2;4 = ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW / u� X N O // �� 4'x4' CONC N M ooS x ' 0) LFE LOWEST POSSIBLE FLOOR 0 W /O� / /Q 9 PAD o N 0 28 cy ( , CO ~0 \p2a o x N X of '3 Z TC TOP OF CURB Z (2 CQ X4,2/C-' 4, x /03/ 0 oI 1, IRON MONUMENT FOUND ® Z 029.20 2 is, ` N • J , ' 028.41 Ce g C/) Q' 0�v Js /032• o X x , • Q�O / /:,./..' O RIGHT OF WAY MONUMENT 0 �r .z.-''� Jh �yy ti 0 v,\")x Z \O $ / J POWER POLE �I Wctr Q / <v / c,-y y x1031.04 o N / pN? �� _ CO9Y, / ei �O v ��?� ��� U��y ._ 1028.85 m aaii d / �p LEGEND ❑ CO k•A \ , N / E ELECTRIC BOX o , �� y` n o o ^� X129.34 Z Q `a` ��i}" 0 x ❑T TELEPHONE BOX W 2 1.29.07 -v �V O 7 • d N o EXISTING TREE/WOODLAND BOUNDARY 1p cp >. 2Q e�� �!V -:63 n K) / 1028. I- O �r p ,v O V •0 3 Mo o / ■ RIM r 0 CABLE TV BOX = d W W / • i ro Q ��y Mo -x TREE PROTECTION LIMITS V O 0 � Z / / \... g- �7 \ - ox / /0 1204 0 SET CAP IRON MONUMENT 18425 Q / x SIGNIFICANT CONIFEROUS TREE TO REMAIN / X Q 11 0 L.Li // j f'."..x-,.. / --- / 1 1204-"_O SIGNIFICANT DECIDUOUS TREE TO REMAIN WATER VALVE E / ,, \ AD' ,oi o / T IRON ❑ ❑ m rE 68 / co . y CV (v a, n 1023.6 ,204 0 STORM MANHOLE N • !� �O Co N /� �v / SIGNIFICANT CONIFEROUS TREE TO BE REMOVED i o / / SO SANITARY MANHOLE i 8 \N ''O ` O� cN o x / 1‘1°> 204 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED I�hh x ,• � ' /g ^ o Sp0\O�o�g 1029.40 SOPc)>-' g-' �N`I` / / (P) PROPOSED ELEVATION 3 00 ADDITIONAL SIGNIFICANT TREES-OFFSITE //\y� /2 00 ''5 43 /`V. QV-. .( �'1o•g9 �V PROPOSED CONTOURS tri N7 ^7, D J\� O N S>&,� o \a app �o y C3 G��. ^g 4� PROPOSED ELEVATIONS: / N / 4,..1 10 Ao I�� moo"' 00 r / Ix \`�`' • FIRST FLOOR = 1034.19 EXISTING TREE '-1 N S / 6''T Iv �/ \--; °� RCy 1030.23 /�A� TOP OF FOUNDATION =1032.5 City of Orono M �0QAQ off/ ��?���\\ , / C / / Planning&Zoning Plan Review _/ WETLAND MONUMENT 3 R , GARAGE FLOOR = 1032.1 �('/ •3 Qpm *�. S �` - X1029,99 BASEMENT FLOOR = 1023.8 o 30 34 ro\ 1031.71 y�� 1031.18 / LOWEST POSSIBLE FLOOR = 1023.8 Sit@ Plan R@VI@W Dat@: BUILDING PAD o �Q / / 64,', �! qP) �,) 1°'• >c: • T/IR01� REAR =1032.0 / t �a SIDE-M ��• PPROVED �3�l �FqG/`� WALK r \O ❑APPROVED WITH REVISIONS(see notes) oRotio copy T�3 10 /iQ F,�'� '!�',1' 6.30P38 `O�e DAVID WEEKLEY HOMES PLAN: a DENIED ¢ / / rO `. ✓ ,^ ', vs o31.s4 Staff_ IC) `I / "BAYER" Revision Note 03/28/18:added egress window wells to survey. moi, t� I 9 FT-FULL BASEMENT- David WeekleyJob#: Date staked: 1129.96-11/4Y.0„. '' ,s (ELEV.B) I hereby certify that this plan,specification or report was prepared by or 1029.96 t•�, ' ' 1 N/A 03/09/18 me or under my direct supervision and that I am a duly Licensed w t 1030.64 PLAN#7822-B Professional Lend Surveyor under Minnesota statutes 328.02 to 328.16. "' C 80 • \ • 1030.34 \ PLAN DATE:REV.12/28/17 z AlliantJob# Checked By: DENNIS B.OLMSTEADo108 O 1029.80` C 6\o‘ 2140157-0403 DBO Pnnt Name Q v d`/ \i\ Field Crew: Drawn By: Signature � 25 5 �Q 1029.77 i , ADDRESS: 10 20 40 EL PLF Date MARCH 12,2018 1License Number 0 / 1 2837 GOLDENROD WAY x O �' ! . ORONO,MINNESOTA Allicnt Engineering, Inc. ORONO PRESERVE kA 233 Park Ave ns Ste 300 E/ ORONO, M/NNESOTA Minneapolis, MN 55415 ° ..5: 11 SCALE I'N FEET 612.758.3080 MAIN L2 7oT etv; �d �a612.758.3099 SF. o 0 SHEET 1 OF 2 2s ar- - O03-5 / Nu/ 14610), . • *LW. it:4r cb. 4r f '41k 4., 7 1LN., 4:114111S- •• 46, 4(n, - S ' I- . --- �$' -- 0 CERTIFICATE OF SURVEY FOR: 1 OROS _ _ _ 7 _ _ _ _ __ _ _ _ _ _ _ _ R; LEGAL DESCRIPTION Q �- \ �. DAVID WEEKLEY HOMES LOT 3,BLOCK 3,ORONO PRESERVE,HENNEPIN COUNTY,MINNESOTA. / 4/ \ O', 12800 Whitewater Drive \ LOT AREA: \ \ LOT AREA=17,338 SQ.FT.OR 0.398 ACRES / / \\ SR Suite 20 IMPERVIOUS AREA=2,819 SQ.Fr.(16.20) Q� \ 'o Minnetonka, MN 55343 BUILDING FOOTPRINT AREA =2,059 SQ.FT. / ,/ . PT. \ DRIVEWAY =581 SQ.FT. \ PORCH =136 SQ.FT. zi 3 • ! \SIDEWALK =27 SQ.FT. X REAR CONC.PAD =16 SQ.FT. 'BENCHMARKS. Q rro NOTES: LEGEND: TNH LOCATED BETWEEN LOTS 12&13,BLOCK 50' BUILDING SETBACK 4,ORONO PRESERVE,HAVING AN ELEVATION M , — co OF 1031.80 FEET NAVD 88. ^ \ \ 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 9 34.0 EXISTING ELEVATION GRADING PLAN DATED JULY 7,2016. 934.0 PROPOSED ELEVATION / SO ' 3 2. BEARINGS ARE ASSUMED PER PLAT _� DIRECTION OF DRAINAGE 2Q� o N 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST /�`�S /OJ - FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP G' , X �S = LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW \ 4'x4' CONC.-- 0D'- �7 PAD \ LFE LOWEST POSSIBLE FLOOR COCO LO Qi /4'4 �� /0 / a Z TC TOP OF CURB 2 4 . •S m J p,, : • IRON MONUMENT FOUND ' • w Q ,o / /0 X Q�• //, 5 RIGHT OF WAV MONUMENT h ti iw 1� ?/� j h o���� �/ �ct� yrs �l', ---- Pik L —0— POWER POLE / / tee?, v J�'�? 3 ��� m 5 \O LEGEND �O.� .. 111---- ❑E ELECTRIC BOX - b 3 00� • / t -�� El EXISTING TREE/WOODLAND BOUNDARY TELEPHONE BOX ci4Yy s:'' TREE PROTECTION LIMITS 0 CABLE TV BOX / e�4 S204SIGNIFICANT CONIFEROUS TREE TO REMAIN 0 SET CAP IRON MONUMENT 18425 . SF ! 1204-- / Q �� SIGNIFICANT DECIDUOUS TREE TO REMAIN WATER VALVE / I' h,.Q Ir prlh4w Q E 4 ��• , '- // ( PS.\ n w 1204- SIGNIFICANT CONIFEROUS TREE TO BE REMOVED OO STORM MANHOLE N f/ p ` p F , ��v•v 1204----�0 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED © SANITARY MANHOLE / 'S ` co f t . h SF-- sf,"\ O`p``w ADDITIONAL SIGNIFICANT TREES-OFFSITE (P) PROPOSED ELEVATION o / 2•, ham. �\�O�tJ�F p 0 Oti PROPOSED CONTOURS cO Q e o e S PROPOSED ELEVATIONS: N / ,;, 0,4,,,:;1;9440°../..v..•6ct/ ADRc p 5' 0,s:�J FIRST FLOOR =1034.19 0 EXISTING TREE Q� _ Al / SF TOP OF FOUNDATION =1032.5 WETLAND MONUMENT 3 �,� \� �% ' GARAGE FLOOR = 1032.1 `�=\ / Sj LOWEST POSSIBLE FLOOR = 1023.8 COP __ BUILDING PAD a /0,30./ 4' SIDE--• / , \b REAR =1032.0 OROt4O �g PRr• a; ,_.__, WALK 4004 \Q13 PRE SILT FENCE a SG Ps,-SG PS,■ POST-SILT FENCE ` X40- / 5 DAVID WEEKLEY HOMES PLAN: �1� \v, - / • — — m in BIO LOG t' (Vv-,� ''.1'‘ SE o O � 'd1 (1 / (BAYER" Revision Note 03/28/18:added egress window wells to survey. �i t� 9 FT-FULL BASEMENT- (ELEV.B)"� • (E LEY.B) David Weekley Job#: Date Staked: 1 hereby certify that this plan,specification or report was prepared by a N/A 03/09/18 me or under my direct supervision and that I am a duly Licensed m O .� _ PLAN#7822-B Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. n lei. PLAN DATE:REV.12/28/17 AlliantJob# Checked By: DENNIS B.OLMSTEAD 'n o �—Z.-\ O 2140157-0303 DBO Print Neme �D v / j f - Field Crew: Drawn By: Signature MARCH 12,2018 18425 p ADDRESS: i N O /0 no AO EL PLF Date License Number X 2837 GOLDENROD WAY L Y Alliant Engineering, Inc. tit)... #P '6 O ORONO,MINNESOTA E ORONO PRESERVE 233 Park Ave S. Ste 300 O EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 g SCALE IN FEET 612.758.3080 MAIN a, ORONO, MINNESOTA 612.758.3099 FAX 1 ' LOT 3, BLOCK 3 www.alliant—inc.com o co 0 Del CaN 2 n,or 75 SHEET 2 OF 2 M (7 -'\ t _ y DATE TI_ CITY OF ORONO CALLED IN �� -� 'TI INSPECTION TIC SCHEDULED PERMIT NO. I OC 3 75 CO LETED ADDRESS 2 .577 6-�-r�(da-✓1 J ba Lk) l OWNER TE EPHONE NO.W /1 -2 27 CONTRACTOR ba.0 t A_ t e 1y K.e o I .2 DESCRIPTION / 0-fi.1L tai FOOTING 0 DEMO-FINAL ( 0 SEPTIC FINAL 11. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION C 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWN ERICONTRACTOR TO MEET YOU:_YES_NO Si COMMENTS: �et6� kf ape;✓ X54 r tip ✓ . -s le — a -- j0 ris - ak .r /13/�,4ti PA -/r toe. report- % �prwts - re✓ 00404 •4d-- e'1zsy s0cx./f CC OX 4 pct W cc Q 2 W W cc J d L.L. ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE 4, W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ID 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. (-- )7/4.1, * White Copy/Inspector's File Canary Copy/Site Notice F-1— '-->'-' C2- 1--- DATTEr / TIME f CITY OF ORONO CALLED IN (1- 1 INSPECTION , •TIC CHEDULED t —�j/,j—I PERMIT NO. i, ? OMPLETED ADDRESS • 731 eviccerece op A OWNER - TELEPHONE NO. ' F" 7 iiI 411. CONTRACTOR _,/.(J>_ ,u I � DESCRIPTION 0'"'"h�n'� [ICA_SLe ____ Lj ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP _ 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO cc., COMMENTS: W Q. Ft)Km J— fe✓ piar, - / o 6 FI47,5X c�.� tom✓ s6Y.Ip ; LJe�.l.5 u1/ N. t:;--66,0 lit Co n E/,Ge E - pin 0-i t1 a taii,15 cc o u. �� ca As b jtr.-w45 W cc - le�h — ,e ✓ el�f,leel,e i• Q a — 5 d.LS e ►4, . rev't r -,0 A/0.9 -Ca✓ - Z ioCJ6...tif cb.G„s.ti •co... W jGaY✓ec 6 4 QiC -it-- 60e)41/ d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW Oil CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice BRAUN Page of cmt-dson 10./14 I NTE RTEC The Science You Build On. Daily Observation Notes 'v Soil Project No.: Date: Report No.: Fi It ;7 Project Name: _- Project Location: Client: Temp/Weather: Project Manager: '_ ic.'ni5'-....Li Time Arrived: Departed: '" Soil Observation Areas Observed: ❑ Building Pad In- House Pad O Roadway O Pkng/walks O Footing ❑ Proof Roll O Other(describe) Soil report available? ❑ Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: Benchmark elevation : Benchmark provided by: Finish floor elevation : Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? Specified compaction : Fill source: 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? ❑ Yes ❑ No Name of person notified: Was a copy of this report left on site? ❑ Yes ❑ No If so,whom was it submitted to? I [ I N -r.-7: A-__ e 14-Ai• 1. :6----- / r, J if ,,,i-- d I:3-'7 I s;, . ., . / 1 t 1. t '4, %c14.Alt v A'1 r-0' jin J"w • e_ _._.'tJ e r.>"< j _ 'C_ ,�- ... -- r _ j ' 1 , /, , 1 1., 1 1 ilia ' ' •r r i tl ' HH - ..._ Notes/Comments: ' 1 ` i , I L r - _,.. Write bottom elevations, date excavated, oversizing and type of bottom soils on sketch i Performed By: / ,0j. Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. s °°'6t°°BIW 71.87 o FOUNDATION AS-BUILT FOR: s LEGAL DESCRIPTION s �1 �R%, DA VlD WEEKLEY HOMES , , LOT 3,BLOCK 3,ORONO PRESERVE,HENNEPIN "\ / S( COUNTY,MINNESOTA. N. I 0% LOT ; 4 12800 Whitewater Drive LOT AREA=17,338 SQ.FT.OR 0.398 ACRES N 1 SR Suite 20 IMPERVIOUS ARE = A FT.(16.2,0) \N OQ Minnetonka MN 55343 BUILDING FOOTPRINT AREA =2,059 SQ.FT. �� DRIVEWAY =581 SQ.FT. H, PT. �,, PORCH =136 SQ.FT. 1029.5 o,..„_,,,, SIDEWALK =27 SQ.FT. X �o REAR CONC.PAD =16 SQ.FT. , BENCHMARKS: 3 \ C./i. D NOTES: TNH LOCATED BETWEEN LOTS 12&13,BLOCK y ).- LEGEND:LEGEND: 4,OORONO PRESERVE,FEET NAVD 88. k....) AN ELEVATION �M 50' BUILDING SETBACK \ �SF�3 �� CO 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 934.0 EXISTING ELEVATION /�• r�\ _ GRADING PLAN DATED JULY 7,2016. T/IRON -- 9 34.0 PROPOSED ELEVATION _._ N. 2. BEARINGS ARE ASSUMED PER PLAT 7\ ---,b._ DIRECTION OF DRAINAGE ,� cV 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST N• /G FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND X > O CS CURB STOP I /9 s LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ...9,.> \�. = ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW -....„ /N N. 4'x4' CONC.- ��\ Co oD� �U PAD, \ co LFE LOWEST POSSIBLE FLOOR =(p 2 �y y ♦ /� 10 Z TC TOP OF CURB co N.2 cv ` •S m • IRON MONUMENT FOUND Q ,- �� Sop j03 X n P�• ti 2 Q c� \ $O Q RIGHT OF WAY MONUMENT Ale- Z� r\� tv / 4- o \Q� POWER POLE ( 4y7+4. "���� 3 ��e�; N\ m \a�2 LEGEND 117 =e4 �� N. 3�y ,Z" 4/ 3 \\ ❑E ELECTRIC BOX o�Q e m• ��0��4-.4; �+ JyN6� EXISTING TREEANOODLANDBOUNDARY El TELEPHONE BOX ° RIM © CABLE TV BOX cV i Ary N. N Q�CS""), `�N N66 N0\ TREE PROTECTION LIMITS o �� SIGNIFICANT CONIFEROUS TREE TO REMAIN SET CAP IRON MONUMENT 18425 �N.\\. co 5 Z WATER VALVE 5 �• �,� / h� •• T/IRON SIGNIFICANT DECIDUOUS TREE TO REMAIN N T/IRON rL c ' / 'P \ ,C)::, n 0 STORM MANHOLE •\ ci OAY/r7. Cl pry �/ �� � �V SIGNIFICANT CONIFEROUS TREE TO BE REMOVED a I e29 , \ ` � , `n\ �� SIGNIFICANT DECIDUOUS TREE TO BE REMOVED O SANITARY MANHOLE 1032.55(M) SOp �1 •\i3 s SF-C�N �\`1` (P) PROPOSED ELEVATION o, '90p \. ��/ 0� �\�ce sc..\.�-10' ^0� ADDITIONAL SIGNIFICANT TREES-OFFSITE PROPOSED CONTOURS Sre�„ .pp �o ; �4. 5 e u. \A'?" 0 PROPOSED ELEVATIONS: cDro ry 4�i-�.Te"IC`/ °/ ���� 'a0 - \ P\Np,G \ EXISTING TREE M ca P /V, OJ, \ Rc AR FIRST FLOOR =1034.19 0 5 oQ°�� / a%` �\N Al '% TOP OF FOUNDATION =1032.5 m' Qia �° r ?�ys��\,' GARAGE FLOOR =1032.1 WETLAND MONUMENT a / N BASEMENT FLOOR =1023.8 y�AN= 6� � LOWEST POSSIBLE FLOOR =1023.8 BUILDING PAD / / 4p /1018.68(P) ,° i" '" • T/IRON REAR =1032.0 /03/1. Ot 4i /4' SIDE Tc 30/ �eq ��� � ��G.8(P)WALK \. 5 iQ� 7T No66 DAVID WEEKLEY HOMES PLAN: � ro ) s /4 \ '/o i� "BAYER. a O 6 9 FT-FULL BASEMENT- r TC / (ECFV.B) David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by > ' PLAN#7$22-8 N/A 4/26/18 me or under my direct supervision and that/amaduly Licensed y O Processional Land Surveyor under Minnesota statutes 326.02 to 326.16. O� PLAN DATE:REV.12/28/17 Alliant Job# Checked By: v^ w TC ��� DENNIS B.OLMSTEAD 5 �/� " O 214-0157-0303 DBO Pant Name �c0 �fi/ _ (``/,w/ _ 0 Field Crew: Drawn By: Signature /�/ _ // ADDRESS. APRIL 27,2018 18425 5 III��� 10 20 40 CE LT Date License Number j 2837 GOLDENROD WAY x �\ ORONO,MINNESOTA I ORONO PRESERVE Alliant Engineering, Inc. [`/) SCALE IN FEET 233 Park Ave S, Ste 300 E ORONO, MINNESOTA Minneapolis, MN 55415 c 4 LOT 3, BLOCK 3 612.758.3080 MAIN 612.758.3099 FAX 2 IS VI (/ yam W04' www.alliant-inc.coom 2 20 15( • co 375 Ri on 'I `$TET1 OF R. S ' - al] -- •87 -- CERTIFICATE OF SURVEY FOR: rivLEGAL DESCRIPTION i 4i` : - _ e r - - - - - - �--___-� �,\l .. R%,_ DA Vl D WEEKLEY HOMES LOT 3,BLOCK 3,ORONO PRESERVE,HENNEPIN \ —` \ \ ` O% COUNTY,MINNESOTA. / \, \ 12800 Whitewater Drive LOT AREA: / / c__, v \ S LOT € EâEsa • r \ O Minnenka, 1 VIN 55343 F . /l H. PT. \ \ DRIVEWAY -581 SQ.FT. PORCH 136 SQ.FT. I 31102'9.5 �� �\ SIDEWALK =27 SQ.FT. / y X ,, , REAR CONC.PAD = 16 SQ.FT. BENCHMARKS: yv \l `� NOTES: LEGEND: TNN LOCATED BETWEEN LOTS 12&13,BLOCK //y/; k J 50' BUILDING SETBACK \ \ \\\ 1 4,ORONO PRESERVE,HAVING AN ELEVATION J - ` \, \ \ t \ I '' 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. f 3 _ 934.0 EXISTING ELEVATION OF 1031.80 FEET NAVD 88. 9 \ �, \ I C/ O � � � \ �� � , 'i � GRADING PLAN DATED JULY 7,2016. A\ \ \ 1 1 ( 11 �� 934.0 PROPOSED ELEVATION \ i 1 2. BEARINGS ARE ASSUMED PER PLAT r� ! ( _ ��- DIRECTION OF DRAINAGE 2//.,N,. y I �\ N 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST f Y' / I FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP O� , X `�%•S \ \ ' - LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE - \ N \ o ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW 4'x4' CONC.- \ \_ LFE LOWEST POSSIBLE FLOOR G* �� PAD , �� CoCOCO CO ¢� � yv� /0 / a Z TOP OF CURB U W 3 2 S m J _ IRON MONUMENT FOUND mJ 1.��2 X p' 5 RIGHT OF WAY MONUMENT si �c �v �' �37v 4'�k m L" "S ' �1� POWER POLE <y�*a � 4�� m ■ \o LEGEND ❑E ELECTRIC BOX O Q- 0 TELEPHONE BOX 45 • s� is EXISTING TREE/WOODLAND BOUNDARY in B .�.m e ;V �6`Vvf�' sF , _ I TREE PROTECTION LIMITS ® CABLE TV BOX \ �' \ /� 424. S�' 204 SIGNIFICANT CONIFEROUS TREE TO REMAIN 0 SET CAP IRON MONUMENT 18425 p a •PC9 1 \ ��� ,r` sE 2O `. SIGNIFICANT DECIDUOUS TREE TO REMAIN X WATER VALVE E E �O k 12G4-- (0 STORM MANHOLE 1 O�tL'Q ti�� �� QST r - 3) SIGNIFICANT CONIFEROUS TREE TO BE REMOVED N 'I ���r SS SANITARY MANHOLE � 4 �j SIGNIFICANT DECIDUOUS TREE TO BE REMOVED 2` �t0p ' GG‘N� ' (P) PROPOSED ELEVATION N 2 � Q\NO S/ Qs \OV. ADDITIONAL SIGNIFICANT TREES-OFFSITE r1 �, 4 6 fA) 6J%\ sE 0 0/e �"``--.. ; PROPOSED CONTOURS aPROPOSED ELEVATIONS:_94 4t`,, o\°i I O0 - X0wg EXISTING TREE csi o�Q 02 \ \ Rcy psi //` FIRST FLOOR =1034.19 pQ,t� �`% �\ TOP OF FOUNDATION =10325 3 4 af WETLAND MONUMENT Q�� � y GARAGE FLOOR = 1032.1 BASEMENT FLOOR = 1023.8 {-� o \ s' LOWEST POSSIBLE FLOOR =1023.8 ® BUILDING PAD i /03 4' SIDE- , \� ' REAR = 1032.0 Q l WALK 4 0 ' PRE I.sr P•E■ PRE-SILT FENCE O o.. ' sr 0s,-.- PS'■ POST-SILT FENCE `_ _ �� s- DAVID WEEKLEY HOMES PLAN: /7: _ Z 'N7 F ,95-\ I . . . BIO LOG o `�� • s J 6's'p0 'BAYER' Revision Note 03/28/18:added egress window wells to survey. O 9 FT-FULL BASEMENT- ` �QQ }� (ECFV.B) David Weekley Job#: Date Staked: hereby certify that this plan,inion and tha l report was prepared by v N/A 03/09/18 me w under my direct supervision end that I am a duly Licensed % O !V) PLAN#7822-B Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. n f PLAN DATE:REV.12/28/17 Allianz Job# Checked By. DENNIS B.OLMSTEAD o \'` _. OO _ i �� 214-0157-0303 DBO Print Name �r0 % Field Crew: Drawn By: Signature �_ ADDRESS. MARCH 12,2018 18425 / o v \\,� 10 20 40 EL PLF Date License Number N �� I ` 2837 GOLDENROD WAY - ORONO,MINNESOTA Alliant Engineering, Inc. ? ORONO PRESERVE A 233 Park Ave S, Ste 300 ESCALE IN FEET EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 2 % ORONO, MINNESOTA 612.758.3099 FAX LOT 3 BLOCK 3 www.alliant—inc.com o 2131 . cict u icz' WI • I 75 H _._2•F 2