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HomeMy WebLinkAbout2018 - 00261 - new structure CITY OF ORONO I I I I I I I I 111 I I 1 I I I I 1 I I� I�* 2750 KELLEY PARKWAY DATE ISSUED: 03/20/2018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2868 WOOD DUCK TR PIN : 33-118-23-24-0011 LEGAL DESC : UNPLATTED 33 118 23 : LOT 4 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 518,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,724.42 PLAN REVIEW 1,085.17 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 259.00 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 7,553.59 Payment(s) CREDIT CARD 8646 7,553.59 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. P.---WCkt) / Applicant Permitee Signature Date Issued By ature Date CITY OF ORONO M BUILDING PERMIT APPLICATION 7s5359 FOR NEW STRUCTURES OR ADDITIONS / "WA/ Mailing Address: PO Box 66 Permit number: 1,9 $—O0 �,/I/p Crystal Bay, MN 55323-0066 Date received: 8-I g Received by: �- ye G` 2750 Kelley Parkway Plan review fee: 6730(8 c p-4'/ CIA-ESHO�� Orono,Street Address:MN 55356 i / 33S.7 ,k Main: 952-249-4600 Tot I Fee: Fax: 952-249-4616 www.ci.orono.mn.us e5c . / it) -00 re___ 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: ,RSR Wnnri Durk Trail 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 Clt : Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: ontracto>r / 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 El New Construction 0 Single Family with El Accessory Bldg./Garage ❑Addition attached garage 0 Deck 0 Public Sewer 0 Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage El Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo 0 Retaining Wall(s) El Public 4-feet or greater 0 Public Water **Any earth movement may also require El Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Private Well Minnehaha Creek Watershed District(MCWD) El Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 MAR 082018 Last Updated: January 2016 CITY OF ORONO STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued)r a. Length(ft.)= i_l 7 Number of bedrooms= "t 2. Occupancy: b.Width(ft.)= 5 Number of garage stalls: 3. Occupant Load: Areas in square feet j Attached = ` c. Basement= 'f U ) Detached= 4. Type of Construction: d. 1St Story = Li 2 e.2nd Story= j U 7 C 5. Code Edition: f. ''A Story = g.Total Area= `j'-21 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Encloped Applicable d ❑ Building Permit Escrow Agreement and Fees 0 Plan Review Fee 0 Completed Application Form 1E1/- 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) Er 0 Hardcover Calculations O C3" Septic System Certification ❑' 0 Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required ❑ l2- Landscape Walls and/or Retaining Wall Plans 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ Access Permit O 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. Applicant's Signature: rf ?, Date: -7/( Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 2.V0 wood JXt(,(_-.TrOLU Permit No.: 211c-' 0O7-(01 Description of work: Nati ( Tlmi tyHOW-----• Date Rec'd: 3 Z '1 D Septic review by: 5-L ei 1" twAW Date Approved: r-' Zoning review by: _ 4AA I,VA 1. Date Approved: ' �, ill I / Building review by: � .... e 'r' Date Approved: T" / Grading review by: ilk S LA I I. gill lli Date Approved: 414'1 Zoning District: 'SPUD Zoning File#: Resolution? Yes Reso#: Reso Date: Signed:' Yes No Resolution I NA Zoning: Lot Area: 10 I e/AC Width: Struo1 6ovefage: SF • (:i y % Survey Submitted: Yes D No Date of Survey: 3.2.' 1 K Revised date(?): Landscape plan submitted? D Yes Landscaper: KJ shy D No/ None proposed Proposed Setbacks: you t l 1.5 Front(L9,143 Rear(Str ( N S c9 W ) ( N S E 0 Other Buildings Wetland Si a Side 21 1 1 R ' 1 .5' 1.5 ' Building Height Analysis: Distance Between First Floor and defined Top of Roof*(See "building height" (a) Q definition): 7 First Floor Elevation (from building plans): (b) 1 b33.gq Highest Existing ground level (per survey) or 10' above lowest ground level, j whichever is lower: (c) 1031 , Difference between (b) and (c)*: (d) 24 qq DEFINED HEIGHT *If highest existing adjacent grade is above EEE-14eight is(a) (d): (e) 27,q' f *If highest existing adjacent grade is below FFE-Height is(a) +(d) I Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes D No Permit Number: t u - 13" 1 0 Yes 0 No /N/A 0 Yes o 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one 070 (% and sf) (% and sf) 2.c1 alo 0 Yes �No 0 Yes /No 1 2 3 4 5 Zel 'A' 'li'r Type(s): Type(s): 311s S-E Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit Plan Review _I v Investigation Fee V Other(specify) V' Square Footage $ per Square Footage Basement /5 4L1 X 9 7,C = $ /3 q• 7(g,Zz., 1st Floor `yJ1/1 X /01. ?.r-..' = _$ /&A0i /4O 7 Z, 2nd Floor / q z3 x 103-1Z = $ ` (rf1, e3Te, / , Garage lel d X 3(. q- = $ L.1l 059`V Estimated Construction Value: $ 5! S f O%© ,/, Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical • 0 Fire Foundation Survey 0 Hardcover Removal X Fireplace k ,Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile ,Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey Final Lathe Required State Permits O Other(specify) 0 Well XElectrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Friday, March 09, 2018 4:29 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2868 Wood Duck Trail/#2018-00261 Chris, I've reviewed the subject Grading Plan and Stamped it Approved. 1. A separate utility permit will be required for the sewer and water connections. 2. The water service connections must be protected from construction traffic during construction. 3. 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. Adam From:Christine Mattson Sent: Friday, March 09, 2018 1:59 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2868 Wood Duck Trail/#2018-00261 Adam, We received a building permit application for a new single family house at 2868 Wood Duck Trail. Only comment I have is the A/C unit is shown on the south side of the house, where there is no room between the D/U easement and the side yard setback. Survey shows the A/C unit on the back of the house. I've red-lined the building plans accordingly. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356 (physical address) PO Box 66 j Crystal Bay I MN 55323-0066 (mailing address) 11 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 • City of Orono Hardcover Calculation Worksheet IM Property Address: G3°An Prepared by: LU-ti.-� 4\5")'" Date: - 7 /� d 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 �' lcG,' ( 0-4' 2-/C4 S.F. B Orcvz,- 'Zv S.F. C lwb / S.F. C S;c_9._.4c.v(0:ic �n 10 S.F. E � v v L a '�C. cC,}.r ! S.F. F S.F. G S.F. H S.F. 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. 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)] (4) Total Lot Area a E Y . S.F. Proposed Hardcover Percentage [(3)+(4)] Zs'. 2 % RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information cbittb'ihe8 8 L"u 1 u herein;however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 9 of 9 CITY OF ORONO CITY OF ORONO RESOLUTION OF THE CITY COUNCIL A >. `� 1. A. N O. 9kESHO4- 7 6o 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. side alk: 2 ' Yes ' ternal streets): CW/O blvd. sidewalk: 20' _ Minimum rear or side setback to 50 feet 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 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 Builder Acknowledgement Form Permit #2018-00261 / 2868 Wood Duck Trail Builder Representative Name: / pi 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. C Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing ` C 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. L: (.- 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. /` The A/C unit must be located on the north side of the house as shown on the survey and not the west side of the property as shown on the building plans. /c.. �.. .- A separate utility permit is required for the sewer and water connections. The water service connection must be protected from construction traffic during construction. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. irG. 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 . 2 Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. L. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate / Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved 1% prior to construction. i L w:\street files\wood duck trail\2868\builder acknowledgement form 2018-00261.docx I F• _ _____ __ _ 43 ` \I — — — — — et L1N :(MH 611 :I , - -----� s 4. 1 `4� \. \\ f 1 J -----:_1,_ ---- I 1il '::7. I �v \ Q 1 1 ' �� n \"; i 1 ki 1 :/ YS-• --.... 11 La \/ \` .\\ / ///,' J N ,`�` p —ISI '. 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IIt----- LI - 'bid tiT ' -�L a in 0 N W I a z_ (pandl oil H SOH)MQA79Y1YLSYM Cn Z Q w r--- - C, ccQ / _ — O Q / ( Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. / Completed Application II Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment INBuilding Plans (to scale) x2 ,/ Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding_this. project. Signed by: k� --- Address: Z.--P6-2- civ,: o /9 vu c 1 K ,' /G Permit #: =ZDfe— ODc3-4q/ Last Updated: January 2016 m O C. .$t.,Y cEortc m io- 5 4:!:18:11.;.1.2".1 2 . X N y N W �'EuS°b.i.oa . J A.§C 2 WM12E O�ammEGI 5D'-0• F�m H c LI' 49'-8' 2' I \ 7-2' 18'-10' 18'-10' 74'-10" _______c ______,4__Q i_k. • N O Eel I- 4-0 4-07 1 4-0 4-0 II 4-0 4-0 E I I HS 0 7-4' r f 1 N HS 0 7'-4' HS 0 7-4' EGRESS WI AREA I I --+'---� EGRESS W/AREA EGRESS'I'/AREA Q CO MALL PIER CODE <<,,_ --LI I I WELL PE CODE YIELL PER CODE = I- I. 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H 9m-c mo -0 A'.t� I_ 2 Sam § OPTION LIST 2� z r FULL BASEMENT 9' DROP ZONE 4" D D EGRESS WINDOW 1 RAILING AT AREA A Ci) < Z EGRESS WINDOW 2 UTILITY W DRAWING SCALE K G) Cf) BASEMMENT BATH ROUGH UTILITY SINK FIREPLACE AT FAMILY BONUS RM pp 71 CUSTOM KITCHEN TRAY CEILING AT OWNER'S RETREAT 11 x 17 1/8" = 1'-0" BACKPACK RACK 22x34 1/4" = 1'-0" 0 CO11/ I CA CI ti �o cy, a �N , 13 MIMI D V Co ORONO PRESERVE Prof. No.: Lot: 04 , ' ` ©Weekley Hames L.P. 2016 The measurements,dimensions,and other 6007 Davi Wee ey Homes specifications,shown on this document, �J O 2868 WOOD DUCK TRAIL Blk: 01 are guidelines for construction use only. f� Job No.; „ The actual specifications of the finished o D 1 = BR/JP/JIM Scale: 1/8 = 11-0" structure may vary. This document may N l— O ROTO N/I �I 0008 Sect: not be relied on as a representation of FFI �0 ` ��ate:9/25/17 Rev.: what the completed structure will look like. • 45'-2` , 20'-6' 8'-6' 16'-2' -/ 15'-6` , 2-6' ,20',, 12-4' t 2-2', 3-0 5-0 3-0 5-0 2-0 2-0 2-0 2-0 0 7-8' 0 7'-8` FX 0 7'-0' FX 0 7-0' Z frn O c") ---t 2R2S r-- 4 A (0 m Z l o >r v} , I— o I A C I— o 1` XI o 2'-0' T. Z N 73 , M (Tvr.Y of N r Z o O o*q O m K;, i r*t v m oo �Z --? 2R1S "I� = o0 zI �� II ti In II ... S-4' ii 16 N 5 SHLVS w GD O O NU �� #� \ \ / - ¢ 7- r.� .1 N y = 'x' I On w z l-�r ' ' CP S a i O N -4 i' N'N • o 1 , 3'-0' 6'-2' , 6'-4' ,_7'-2',2'-8'� --r 2R2S i3'-10',8' S'-6"0 ". LI. 'o• 2X6 EXTERIOR y�/ -r L` o COONTERIOP 1- . r� 2X4 IN1ERIOR�'illL -1"- r • 7,2) N Si- It 4 L ifNN II \ I 4 42"x60"TUBO—a- .4 SO N m °° OI al 61 Po. > cv* s C7" —tiT _ • y, � r- sl 2RiS i_ I t L-J (2)2-0 w o ^ a. , 5-10' 1, 2'-E1* ,„ S-4' 7677 9'4111111..MI\A r- • • 47, y 4,12: , ,2 w O En- ,r, CD t� 5 (,.PI _� T ‘1=,`T —'. N_ rre i v v Na = o o .- o I- N . • IN 3-0 5-Q 0 7-0 , 2-6' 1 7-10' 11'-0' , 10'-4' 2'-4", 5-10' 1n'-8' , 5-0' , _-- 40'-2' , 45'-2' , DRAWING SCALE 11x17 1/8" = 1'-0" 22x34 1/4" = 1'-0" ir Tv.] ♦ • Proj. No.: • • • DlYeekley HameO L.P. 2018 K N ORONO PRESERVELot: 04 The measurements,dimensions,and other 6007 David Weekley Homes specifications,shown on this document, F-, D Z� ° 2868 WOOD DUCK TRAIL Blk: 01 are guidelines for construction use only. _ Job No.: The actual specifications of the finished T BR/JP/JIM Sca l e: 1/8 = 1 -0 structure may vary. 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T 18'FLOOR TRUSSES 0 24°o.c.MAX {./ 14 mo �m < (� A -'- !.1 JC O�• 1�) A gt4: `\ kgs ,.,., F 1 U I \ \ I_ -. ...)4_ \- N • 16'-5' / 23'-7' l8/ 6-4' / 39-10` 2' / 47-0' DRAWING SCALE 11 x 17 1/8" = l'-O" 22x34 1/4" = 1'-0" e i % # Prof, No,; ©lleekley HameR L.P. 2016 Z :12 ORONO PRESERVE Lot: 04 The measurements,dimensions,and other I N o 2868 WOOD DUCK TRAIL 6007 Blk: 01 David Weekley Homes are guidelines for construction shown on this se only. o < Z Job No.: „ , „ The actual specifications of the finished < 1 = BR/JP/JIM Scale: 1/8" = 1'-O" structure may vary. This document may N r 4:1301 _4:::::01 -O 1/11 NI 000$ Sect: not be relied on as a representation of ` m (� ` `Date:9/25/17 Rev.: > what the completed structure will look like. i n I r::.r LL, t_� I ii _ 5' > )A z 3 AA A A O~ N p ni Ili 3 I-' -1- -1 18'FLOOR TRUZE, I I o24'oh.MAX l� c - i O i r A y . CO m , —1 C7 ODy I 71 mD o: CD N cn g D m 191 • C , z z - i� Zo 4/11 m -0I L _1 z _ CO -1 I "7 18'FLOOR TRUSSES I •24'Oh.MAX D, Z 1 co _---L O DC7 - I TI I 0 1-FI CO -nF- CD O ^ W T Z S �+/ I i Tri rn L I 7Z1S � * m I; i it rrm• S — r -J _-II L —I 7I Amosmor -7---t--- 4 18'FLOOR 61157ER TRUSS I If I 11 , _ le"FLOOR T rar_a_ •24'04.MAX If---J-- — — ---- 18'FLOOR eWelz TRU55 _ A tee ' ' IV FLOOR Nara, •24'o.c.MAX Z' Tat 1 H 1 1 L_ N J or y 4:- TC 5 Al' Ib'- ' / 23'-T' / $ g 6 A 71 '1 ,k"2:" ;,,r„.L,,-,,,c, ? r n -< P 3 -1 A 2 • • "� ,1 y ORONO PRESERVE Prof. No.: ©Weekley Homes L.P. 2016 Lot: 04 The measurements,dimensions,and other z > 00 0 6007 David WeekleyHomes specifications,shown on this document, F-1 N are guidelines for construction use only. _ C 2868 WOOD DUCK TRAIL Blk: O1 The actualspecifications ofthefinished o G• D 04 , Job No.: �� �� T B R/J P/JIM Scale: 1/$ = 1 -0 structure may vary. This document may 1- (4 ' O RONO 1/11••I 0008 Sect: not be relied on as a representation of ` m ' `Dote:9/25/17 Rev.: > what the completed structure will look like., • . . . r.-i I n i...J I u� r L °F1 r A _ A d T - 3N 70 A C7iFT1 ? 6 O Fn 3 AJ`� fii Z a' l ' -6ii r _O _� B '"D in n e-1 1 AD n 3� -(0 2A (2)2x6 I I I m d I - NT • I I A 1 18'FLOOR IRV1:ES 1 19'FLOOR TRIYI�CO C0 ~ •24'os.MAX .� >, § •24'oa.MAX f ____Ii r--.1i (J grn — .T !F g , L O o , lg 1- $ v - r- ,,, 41.. - . . _1_1_ -4", • 0 N p - (2)I 3'�k18'LVL FLUSH -7. 70 0 7 �'' ti: (06 I r■r 1 6 - 5Q� ry l d I8'FLOOR TRO:Ot: I �/} ROOF Tf o4i I's •24'Oh.MAX ! ' 56 > B 4 I' � — ----- O 1b•FLOOR e1RDBi trsuss . 1 1 a I'. I- l MONO R.T. 11 ,,� •24'OG.6 IP j^I 3L 4 / 19•FLooR rnu1.t: lb'FLOOR Tw1.C. : CNs 1 •24'oz.MAX //03lb' •24•oz.MM Hi In 1 6 Z_ A_ T I I Nr-a a P N S On t y 1 I a. V- ..u 1 19'FLOOR TRIYI.G / e 4'oz.MN( I- 1 1 1 • - --1 (212xb CONT. 3 mI 11' ORONO PRESERVE Proj. No.: Lot: 04 ` ©Weekley Homes L.P. 2016 The measurements,dimensions,and other z > 71 N o 6007 DavidWeekley Homes specifications,shown on this document, on use only. F-1 = C 2868 WOOD DUCK TRAIL Blk: 01 Theare auctualls ecificationsofines for �tnefinishedd o D W �_ Job No.: rr rr p 1�1� � �T B R/J P/JIM Scale: 1/8 = 1 -0 structure may vary. This document may N m, W O RON O 1V11�1 0008 Sect: not be relied on as a representation of Date:9/25/17 Rev.: what the completed structure will look like. • • • • F.1 I H ,..ra H ,..j I �u 11...., mm _ Ih 3 D • z S A A ,— rn 6 rti i 6 0513 SHEATHING-PI / (SEE NOTES) r r (2)2x6 (7.atb .:Riti,ft (7)2)th co \� I 7 ::: >. ; :::::\ liZ N N p P icF O 6 >8u.'N o m D 1 I' ' : : '� � ROOF TRI ZE,oh.zr Z e 24'o . 1 V. X� r r,-T n I:::;:: L J CD Fri 1 I IH/ O � ;/' Z _ = C-) m i Fri L Ji . (5 O 1 >< , Fri = 4�irE8-�J --1 - () Asuirmer I—- I \ 01_ r L 1 • — ::� / �, = • kiinig---- o 0 -4• -•> il!:!:.:::. 0::::„ j///. / / I prSSu // i „mpg L __/ (212x6 _ J g �dgyA rn p -nu—,517, A A pn'.4 1 D u n A3: n iP D • K TI.-.1 ORONO PRESERVE Pro]. No.: ©Weekley Homes L.P. 2016 Lot. 04 The measurements,dimensions,and other mT1 CO Cl) 6007 David Weekley Homes specifications,shown on this document, N C 2868 WOOD DUCK TRAIL Blk: 01 are guidelines for construction use only. D Job N o.: , „ The actual specifications of the finished BR/JP/JIM scale:e: 1/8" = 1 -Q structure may vary. 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No.: ©Meekley Homea LP. 2018 �, ORONO PRESERVELot: 04 The measurements,dimensions,and other 6007David Weekley Homes specifications,shown on this document, D 2 I N OC are guidelines for construction use only. o < <O) H 2868 WOOD DUCK TRAIL Job No.: Blk: 01 Scale: 1/8" = 1'-0" The actual specificationsry. s ofothe �isme y r D • = B R/J P/J I M ♦ m ` ORONO MN 0008 Sect: Spate:9/25/17 Rev.: not atbthec mpieteds will look • • R� o v o Z 7 pA A P:i t 8 I v ,I ,y„ „ t ` r,r. �l i l i i -I r*r _J i N r —1 ,� 0III- T_ t,,,,,.V , i vN m 17; TS 'O AA ^A O� f0 C Jd �� Oa M I i 1 I1II11IIII �g 1/7�'1.1/,� roman 2 A ac. -.7. m me O —kT A I z + oa �2 O _ l L L aN -Y . i A 17, \ O �O O .7 Cn M .r IM ' �' N. ♦ Proj, No,; % ♦ ` O�eekley Home9 LP. 2016 Z ORONO PRESERVE Lot: 04 The measurements,dimensions,and other = r 2868 WOOD DUCK TRAIL 600' Bik 01 David Weekley Homes specifications,shown on this document, N are guidelines for construction use only. 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N _ oR M ---i - • . gill:-•:. .. :........:::•:::.: SPACE LESS THAN 4'(PER CODE) if and other Z T m� �,' - ORONO PRESERVE Pro'' No.: Lot: 04 11k I ` ©rVeekley Homes L.P. 2018 Z 6 Q Q 7 David Weekley Homes The measurements, catio sshl w�on s document, /N O 2868 WOOD DUCK TRAIL Blk: 01 are guidelines for construction use only. 13 < \ _ Job No.: „ , „ The actual specifications of the finished B R/J P/JIM Scale: /8 = 1 -0 structure may vary. This document may o m 1 ' O RO N O Q Q Q$ Sect: not be relied on as a representation of ` m W 4' ` 4' `Dote:9/25/17 Rev.: what the completed structure will look like. 1-1 O " L 20-6 PLT.HT.'*/6'HEEL T 116"/ /16", 22'1 o E1 w s El L_T 20-6 PLT.FIT.V/6'HEEL 1 l 116" . Q o. 6 12 r TRUSSES TRIS ,,�� .E- 1010-0 -0cn PLT.HT. co r J 56 0-6 PLT,HT,1p HEEL A 151 ,•.' N M1M1M1M15555 n I �n S II 20-6 PLT.FIT. II W/6"HEEL 2"11 wdr 1 1,'./ 10-0 PLT.HT. 1f • 5-0 1/2'MAX 1C f-''_ ' MEAUSRED IN rc a PLANE*/ROOF )2A a. Sed • 7i 20-6 PLT.HT.W/6'HEEL O o o A o t t J • O i Z Z Z ri y I 0 $,~ pl i a l I —I > I $ = —I ! o i ! a j ! o Z j o Z > j i s ! !m n i i !m n I ! C i I ! C ! i ! 1 ! i ! i —1 i ! i —1 j i I I j. i i 0 IA I ! 0 A I l 8 j �+, I I j I I j I I _1 ~ 0 i ice' 0 j� j i'4 0 j 14 Z iG� I– I'"' Z ju 1'22 W m : IW I.g rrt 4� ! `` i i. IN i– III IN is jW IT is IU 1.7, 10 e y % / Proj. No.. ©fleekley HomeH L.P. 2018 Z /w (� ORONO PRESERVE Lot: 04 The measurements,dimensions,and other 6007 David Weekley Homes specifications,shown on this document, F-, v ii K2 ° 2868 WOOD DUCK TRAIL Blk: 01 are guidelines for o wuse s ed" Job No.: The actual specifications _ = BR/JP/JIM Scale: 1/$ = 1 -Q structure may vary. This document may rn r O RON O 1V11 I 0008 Sect: not be relied on as a representation of m , Date:9/25/17 Rev.: what the completed structure will look like. • g Il . , m , 7 D F , o co s / 1" .', I Zr=� i i, %1 d I \ tI: 1 rm ala ---_ - 7 Li_ __, J Y ` t cD + Co 1 I s R L \ I I— Il II � / II \ / Ir----1 /"" \ / e IIIr , ,\ , I I L J =; —E — a l p —0o ra 6 OS o to ¢ «. a . E. €.9 cc c �o v m mo F F sm N ~� z s ,1 m T 2, g3;-, -< �~ _, 0 a v m Z 0 • . 0 . 0 K y Prof. No.: ©Weekley Home LP, 2016 �, ORONO PRESERVE Lot: 04 The measurements,dimensions,and other m 0 r o 6007 David Weekley Homes specifications,shown on this document, n = N are guidelines for construction use only. 2868 WOOD DUCK TRAIL Blk: 01 The actuals ficationsofthefinished rm... —1 Job No.: , „ I BR/JP/JIM scale: 1/8" = l'-O" structure may vary. This document may r O RON O 1V11�I Q 008 Sect: not be relied on as a representation of ` m Date:9/25/17 Rev.: what the completed structure will look like.� -. —1-'' p o 0 , o ro ¢ .,. 1 Er aN C b N n-igg A A �'1 4 '4c`"i 7 r `�i g o `.,v, _ fib' qi r o Ao m o 90 "� F'`N" s g f' c ��g sl rVo ` -< 4 2, y C < O s �y 2o~ r- C - n g o g In -- z � 5.20 r HB c - MEMi VA 1C/L _ /' 1 ? , r-o' lir . , mi. , -73— F,- - __)( ,o \ , ,, ..„ , , , ,_ r_o. __. , , . Tu„T__ rn _,___ , ,.,. , v.. , ,i i •\ s, 1 o. 0r IIS tr-------.' i - .-4:. 941_ ® 9� Ar —sem— 0 ab db L I o 011X ---III di 1HB -1 y Proj. No.: � ©Neekley Home9 LP. 2018 z -1 CO111w ORONO PRESERVEgat: 04 The measurements,dimensions,and other 6007 David VYeekley Homes specifications,shown on this document, < m . 0 2868 WOOD DUCK TRAIL eik: 01 are guidelineslr construction ouse only. Job No.: „ The actual specifications of the finished o D = BR/JP/JIM Scale: 1/$ = 1 -Q structure may vary. This document may V) t— 4E)12_400-1T4[13 1V11�I 0008 Sect: not be relied on as a representation of mDate:9/25/17 Rev.: what the completed structure will look like. N CV 14- �9P / _:9 Z j r v 41 o \/ 4.--db ? Mi I l = Je zi( 4 - ppBELi)WO e�rr T ,— r / I \ 1...i_. IL ,A '' L ,, IK• l zo LTJ /' 11:.. il. _ - \ / / / 4- I a a as �� db da y Proj. No.: ©ieekley Homee L.P. 2018 z �, ORONO PRESERVE Lot: 04 The measurements,dimensions,and other r N o 2868 WOOD DUCK TRAIL 6007 B,k: o, David Weekley Homes ecifications,shown on this document, o D —I Job No.: �� ' „ are actuaguidelines r colons ofi nh use only. The actuals specifications of the finished O RON O MN Sect: BR/JP/JIM Scale: 1/$ = -Q structure may vary. This document may ` R, IV 1 ` 0008gate:9/25/17 Rev.: , what the pletedstructurewillookflike. i= . ^� � � — C _0 m PI _ CO D I s - Z CO O ! 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This document may =>T1T-C: , N/IN-- 0008 Sect: not be relied on as a representation of %Da te:9/25/17 Rev.: what the completed structure will look like. * • % • S ` 10'-0" • 1'-8" 4'-4" r-11 1/2" 2'-0 1/2" / w Nf 1 1 N a — S a m r 7C < 1 1/2" \ N1 1/7 1\2 1 i2 20" O C Z 1,6"j 1 /2" ril , s / / -n I— c c N N f 6.f 1'-2" ,,4 '-2 1/2" / 4'-1 1/2" 1 X 1/2" / 1'-0' / -..-..— _1 l' -",\,-----, - m p o n -1-1 -, ZJ Z o I—i--- o ��� —I 3 I m - M ziD S 1-3z m _ m < -0 - �AR o r 1 2 N O 4=;>--- a 'F;'— AppiemmisNM o p ra l• -1/ 1 1/2" – � 1 )i n 3V 1 -5 3' 3" 1 J2" 1' 10" 1 ')/2" 1'-10" 2 1/2„ X X 10'-0" - V 1 .1 Z W x --• IV y+ ��1,1 Q-°nm �CA I mn�n ��c' Na C) )>C) II II () 2C�(n C) -IM fpm\ �.? O ZpR M pm=Cpm O mm )m Or- O- 3V) N rr7 i —1 1 D 1/)pD —i N 1_� Z(n \m NCDw -aF c oo r (n z�mo O O m -< cn - lhimmismens, / 1 / 1 / • 'D y Proj. No.: ©1Veekley Homef L.P. 2016 z W Z o3 ORONO PRESERVE 6007 L°t: 04 David Weekley Homes The su g ghdimensions, o ethn siodnos,and document,= N ° 2868 WOOD DUCK TRAIL Blk: 01 are The guidelines specifications sfrof the finished only. < O� 2 Job No.: BR/JP/JIM Scale: 1/4" = 1'-0" structure mary. This document may o m I ORONO 1V11�I 0008 Sect: not be relied on as a representation of ` w • `Date:9/25/17 Rev.: what the completed structure will look like. New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 12/7/16 Mailing Address of the Dwelling or Dwelling Unit Name of Residential Contractor MN License Number David Weekley Homes City Plan ID 7826 THERMAL ENVELOPE [RADON CONTROL SYSTEM L. Type:Check All That Apply X Passive(No Fan) ; Active(With fan and monometer or otit, Cop 2 p � -o other system monitoringdevice) i U , °Bba odas wUI V,o h y o w la Insulation Location 4 o .b , C) p w `� 7 b O O • 0a G° A Z w w w w 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: 0.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.31 R-8 R-value MECHANICAL SYSTEMS II 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 912SB48080517 PROG5042NRH67PV BA13NA036 Describe: Input in 80000 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: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 56869 28224 34301 Cfm's I "round duct 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 cfms: Low: 30%=93 High: 60%=l86 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: I Cfin's Capacity continuous ventilation rate in cfms: 90 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 180 "metal duct Site address 7826 Peachvale Date 12/07/2016 Contractor Completed Sabre Heating and A/C By Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4434 Total required ventilation 180 Basement—finished or unfinished) — 5 Continuous ventilation 90 Number of bedrooms Directions-Determine the total and continuous ventilation rote by either using Table R403.5.2 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/ sn.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 100/50 115/58 130/65 145/73 160/80 175/88 _ 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 - 4001-4500 120/60 135/68 150/75 165/83 0 9) 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) Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery n!Exhaust only Ventilator)—cfm of unit in low must not exceed continuous I I Continuous fan rating in cfm ventilation rang by more than 100%. Low cfm: �� 6 High cfm: 18Continuous fan rating in cfm(capacity must not exceed V 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 30%=93 CFM ERV has wall control set to 60%=186 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 4434 unfinished basements) Estimated House Infiltration(cfm):[la 665 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system E RV=0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust 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); [2a+2b+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 665 above) Makeup Air Quantity(cfm); [3a-3b] L l`.J1^^O (if value is negative,no makeup air is needed) _ 4.For makeup Air Opening Sizing,refer NOT REQ. to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power 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 dam_per 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 3 inch ridged,4 inch 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: 80000 raft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood Z Fan Assisted IIIDirect 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: 640 ft3 LxWxH nL®W®H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)1 s 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= 640 / 3000 = 0.21 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.21 = 0.79 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): 13 �� Total Btu/hr d i vi d ed by 3000 Btu/hr per in2 CAOA= 40000 /3000 Btu/hr per in2= in? Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.79 = 10.49 in? Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the sq u are root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 4.12 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air 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 x6,250 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. CERTIFICATE OF SURVEY FOR, RECEIVED „i-ofi: MAR 0B208 , . ,, DA VID WEEKLEYto” HOMES nor OF ORONO 12800 Whitewater Drive Suite 20 Minnetonka, MN 55343 j I I j i I , L. 1PT — � H. PT / 1 S00°43t39"W- E$$7Z - 1030.3 _ / - - I j,o �/; sd 4s lsd lsd ds lsd `ti / / D. / LEGEN _-�_.. -ted- . ds MN lsd ds lid MI AS ��• ' �O / �. -- MET,pL RAIL ( — 1_ =In— ' — — j 9 3 4. EXISTING ELEVATION FENCE 1 /` 7.5' BUILDING SETBACK I — / /isd ll ds // / --V- f Ci-L.LJ F- I / 9 3 4.0 PROPOSED ELEVATION I Iwo( l 9 /v /` f II O f !.1.1 w 1023.6 1032.3 o __--ia _� 47 ,02 WO3" X 0 1 4' 70 /` �� DIRECTION OF DRAINAGE U �G 9 /� �p Q BFESIDEWALK QPe �; ,K' r� (O I 1 U — ___ ryo`' /r,;/ 1 CS CURB STOP Q (I 0023. I V „ / EOF EMERGENCY OVERFLOW w / �' -� LFE �� 1 //,/ %� � �� W 10 I i w PROPOSED —E i"\- `----� 1 1 I i'/ ' %� LFE X !i I t1 -i of o'' LOWEST POSSIBLE FLOOR I t ! t I ' Ai4/ �/ w 3 9 FTHO-FULL I / / �' / TC TOP OF CURB CM � BASEMENT– ��• t�t _ �� �J, //� • IRON MONUMENT FOUND o �� _ 826- v ALE 1030.9 T I ' .4y- ,.° // l CU d� r /44; / f,/, CE ELECTRIC BOX x _-,- Q I �oomaHw STEP GARAGE \, �� �• j/ I (3 STALL) L �f -� / ❑T TELEPHONE BOX 17 Na,( --- 40.99----- _4 "_://..,,,1::/‘(),',04). — i w j% / ® CABLE TV BOX i w 3 . 1032.3 i . p j � � — — �3f Ii ��' X U` SET CAP IRON MONUMENT 18425 — — — — _- ____ L__ _ __7.5_,BUILDING SETBACK I — j J 1 • lsd ds sd ds 1 isd ds ls��..--ds .. -- ! / Z WATER VALVE TiS� isd� d 2 I Y( _ 1 1sd ds ©, �'� f Ifs f� /I/ STORM MANHOLE 1029.8 I S 139"W I - 00°4 50.35 —_�_ / /// , E O F ---,..„------.4„ co / i __._. __ —- CO. /% t / SANITARY MANHOLE 1030.5 PROPOSED ,,,-v, �` (P) PROPOSED ELEVATION —' H. PT. HOUSE . k / i I a � ' �r / — .. PROPOSED CONTOURS co LEGAL DESCRIPTION PROPOSED ELEVATIONS: NOTES: 0 EXISTING TREE N LOT 4,BLOCK 1,ORONO PRESERVE,HENNEPIN FIRST FLOOR =1033.99 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. WETLAND MONUMENT COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.3 GRADING PLAN DATED JULY 7,2017. y. o GARAGE FLOOR =1030.9 BUILDING PAD s LOT AREA; BASEMENT FLOOR = 1023.6 2. BEARINGS ARE ASSUMED PER PLAT LOWEST POSSIBLE FLOOR = 1023.4 mg SE ImoPRE I sMM. PRE SILT FENCE a LOT AREA=10,848 SQ.FT.OR 0.249 ACRES REAR =1031.6 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST SF MIN PS.ME SE POST SILT FENCE IMPERVIOUS AREA=3,115 SQ.FT.(28.7%) FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND BUILDING FOOTPRINT AREA =2,168 SQ.FT. DAVID WEEKLEY HOMES PLAN: LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE i DRIVEWAY =820 SQ.FT. ARCHITECTURAL PLANS. BIO LOG o PORCH =71 SQ.FT. "PEACHVALE" o SIDEWALK =40 SQ.FT. 9 FT-FULL BASEMENT- CONC.PAD =16 SQ.Ff. (ECFV.B) LEGEND BENCHMARKS: PLAN#782:R copy PLAN DATE:REV.09/25/17 OROW o i TNH LOCATED ALONG THE NORTHWEST LINE 1 ADDITIONAL STEP EXISTING TRE=/WOODLAND BOUNDARY ', David Weekley Job#: Date Staked i OF LOT 8,BLOCK 1,ORONO PRESERVE, I hereby certify that this plan,specification on or report was prepared by ffi.. 00102 03/02/18 me or under my direct supervision and that I am a duly Licensed y HAVING AN ELEVATION OF 1029.34 FEET NAVD TREE PROTECTION LIMITS ProfessionalLand Surveyor under Minnesota statutes 328.02 to 328.18. --.......4---29. y Alliant Job# Checked By: h ��1 DENNIS B.OLMSTEAD '` l NI- ADDRESS. SIGNIFICANT CONIFEROUS TREE TO REMAIN 214-0157-00102 080 Name-- E Field Crew: Drawn By: Signature v - - SIGNIFICANT DECIDUOUS TREE TO REMAIN CE PLF MARCH s,2018 18425 3 2868 WOOD DUCK TRAILf--- ORONO,MINNESOTA 0 10 20 40 _ Date License Number j ” "Z SIGNIFICANT CONIFEROUS TREE TO BE REMOVED X EROSION&SEDIMENT CONTROL 2P Engineering, Inc. 233 P z, '-'1 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED ark Ave S, Ste 300 j SCALE /N FEET ORONO, MINNESOTA �` Minneapolis, MN 55415 LOT 4, BLQCK 1 J 612.758.3080 MAIN czn ADDITIONAL SGNIFICANT TREES-OFFSITE 612.758.3099 FAX 2314r woo * attic i7 www.alliant—inc.com o 2x i X-en21e I I N DAM I-% L\.0 RCEIVED CERTIFICATE OF SURVEY FOR: CITY OF ORONO Mit ) 0 8 ?O18 oQ SITE PLAN ,T� GRADING PLAN DAVID WEEKLEY HOMES C(TY of ORO 11101 `.. PROVED ❑ APPROVED WITH REVISIONS ❑ DISAPPROVED r 12800 Whitewater Drive kick•-• BY_ O was Suite 20 DATE $'cf-i� • Minnetonka, MN 55343 `� N mi C° L. PT. CO • v 1028.79 H. PT. 5 co o N N iA t'E 3"e N COCO to _.... -_ °43139"W I �� N N 43 39 W 188.77. 1029.29- ° I03o.31 o X M A S0 _� _ _ y o oro LEGEND: on Ln at X--DRAINAGE & UT0 TIILITY EASEMENT-- ) -� 62.60Ln X a - --4' METAL RAIL ° N 102 .86- ti I 1029.28 934. EXISTING ELEVATION / - 0 7.5' BUILDING SETBACK 1028.581 t ory' N FENCE_ ------ 'k x - N _r x`1028.21 40.17 n B' • u..1_, ' / -AN5I° 47' 02"W 9 3 4.O PROPOSED ELEVATION X cp•-• 1 o G 0 (..-1--- \ 1 2 L.J. -1 3 (� 1032.3 p o ���� .70 ----at..... DIRECTION OF DRAINAGE _ 1023.6 r7 M co •-- c, _ 19 „ Po) p509 1030.42' N at o a- BFE 1 3.004 -, to /SIDEWALK ryO 4, /... 1029.28 - • 029.28 w CS CURB STOP C0 ^i b \ cn w, X X � 023. 1028.25,�n 1 foi ory. 'No "11 acv I SAN= JCA o EOF EMERGENCY OVERFLOW r ct° 1028.78 O N is O 11 Qy Lid x x w LFE P 1018.83(P) X Ln w N ��4,- LFE LOWEST POSSIBLE FLOOR _ a PROPOSED X 034.05 c3 w o(` o Ni 8.00 1028.48 ?P P TC TOP OF CURB •'14" (r) c' D o N 03" o HOUSE Ni PROPOSED CS= Q- �" V „�O w o ,� 9 FT-FULL s co DRIVEWAY 1030.," yo '� �O < 030.69 X o o / •)4 �� IRON MONUMENT FOUND Cr) t� BASEMENT- In2 .52 C) Q No x o x 7828�PEAV.BALE 11030.9 1.83•1•2'1\-1028.62 .40• h9J `� ❑E ELECTRIC BOX CD X X 03 95 Q I ADDITIONAL STEP GARAGE 4_._9 /% �0 1029.18 J 00 x� - (3 STALL ^ //, ❑T TELEPHONE BOX N n A5` / N o uNi �� o -- --40.99 --- - ���, N ���. / Ni 1028.9841 ``�3( -1028.61 - 1028.87 O ® CABLE TV BOX �)-___e o x^ x 1028.05 1032.3 IO2a.52 X N 47.00 t �; rn O SET CAP IRON MONUMENT 18425 No X o o f 7.5' BUILDING SETBACK '1 o---. o /0 a 1029.070 X 71<1111-j � Ln I DRAINAGE & UTILITY EASEMENTNx I'P .Z-\ - 11�, /) X WATER VALVE 1026.63 X x t;I 47.00 0 1 N_ O O )( \ 24.07 O STORM MANHOLE 1029.81 03a.ss� 800 4 '39"W� 150.35 1030.26 •• O 1027.76 to x1-02 SO SANITARY MANHOLE 0o EOF 1028.40 1028.30 1 .__ . 1030.14 cV 1028.90 a 00 �' x 1030.5 1027.66 PROPOSED o Lo - `" HOUSE (P) PROPOSED ELEVATION x N H. PT. N x x PROPOSED CONTOURS LO LEGAL DESCRIPTION PROPOSED ELEVATIONS: NOTES: • o City of Orono EXISTING TREE 03N FIRST FLOOR = 1033.99 Planning&Zoning Pian Review �� WETLAND MONUMENT o LOT 4,BLOCK 1,ORONO PRESERVE,HENNEPIN 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. N x COUNTY,MINNESOTA. TOP OF FOUNDATION = 1032.3 GRADING PLAN DATED JULY 7,2017. r` f GARAGE FLOOR = 1030.9 Site Plan Review Date: BUILDING PAD at LOT AREA: BASEMENT FLOOR = 1023.6 2. BEARINGS ARE ASSUMED PER PLAT - PPR �iED v LOWEST POSSIBLE FLOOR = 1023.4 ro notes, ❑APPROVED%MTH REVISIONS(see LOT AREA=10,848 SQ.FT.OR 0.249 ACRES REAR = 1031.6 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST 0 DENIED a IMPERVIOUS AREA=3,115 SQ.FT.(28.7%) FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND coil BUILDING FOOTPRINT AREA =2,168 SQ.FT. DAVID WEEKLEY HOMES PLAN: LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE awe o DRIVEWAY =820 SQ.FT. ARCHITECTURAL PLANS. Staff.___ _ O o PORCH =71 SQ.FT. "PEACHVALE" SIDEWALK =40 SQ.FT. 9 FT-FULL BASEMENT- 0 CONC.PAD = 16 SQ.FT. (ELEV.B) LEGEND BENCHMARKS: PLAN#7826-B PLAN DATE:REV.09/25/17 m TNH LOCATED ALONG THE NORTHWEST LINE 1 ADDITIONAL STEP EXISTING TREE/WOODLAND BOUNDARY David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by Z N/A 03/02/18 me or under my direct supervision and that I am a duly Licensed tn OF LOT 8,BLOCK 1,ORONO PRESERVE, Professional Land Surveyor under Minnesota statutes 328.02 to 326.16. TREE PROTECTION LIMITS HAVING AN ELEVATION OF 1029.34 FEET NAVD Alliant Job# Checked By DENNIS B.OLMSTEAD a ADDRESS: 214-0157-00401 DBo Print Name 29 SIGNIFICANT CONIFEROUS TREE TO REMAIN Z ��--�rD� 7 Field Crew: Drawn By: Signature a 2868 WOOD DUCK TRAIL SIGNIFICANT DECIDUOUS TREE TO REMAIN 10 20 40 CE PLF MARCH 6,2018 License Number s Date - ORONO,MINNESOTA N SIGNIFICANT CONIFEROUS TREE TO BE REMOVED Alliant Engineering, Inc. ORONO PRESERVE 233 Park Ave S, Ste 300 E SIGNIFICANT DECIDUOUS TREE TO BE REMOVED ORONO, MINNESOTA Minneapolis, MN 55415 2 SCALE IN FEET ( 612.758.3080 MAIN cn ADDITIONAL SIGNIFICANT TREES-OFFSITE .rrL__OT 4, BLOCK 1 612.758.3099 Fax E ZpO laY wood out/c-lv- t www.alliant-inc.com 0 ZAtSr - ckuoI I Nog }'.V• •- s MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. paZco I Issued to: David Weeklev Homes Permit No: 18-137. Location: 2868 Wood Duck Trail, Orono Purpose: Erosion Control—Single Family Home Date of Issuance: 3/19/2018 Date of Expiration: 3/19/2019 By Order of the Board of Managers Coe Thompsot/ Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on March 7th 2018 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org r MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org FOUNDA TION AS-BUILT FOR: DAVID WEEKLEY HOMES 12800 Whitewater Drive Suite 20 Minnetonka, MN 55343 L. PT. H. PT. 5 p , S00°43'391'W 188.77 1030.3 4Z_\ _ _ Y o� LEGEND: a,-,R-t- - \-DRAINAGE & UTILITY EAS47.00 EMENT-may ) -� 62.60to 4' METAL RAIL t I 934.0 EXISTING ELEVATION FENCE y • X� 7.5' BUILDING SETBACK C - - w J 40.17 o I ° A 7I 02"W II W 934. PROPOSED ELEVATION a. �wo ( 1032.3 ��' IV `t 3 V 1023.6 r ��G 19 70 DIRECTION OF DRAINAGE X Z o- (M)1032.26 0 /--4 m�mP w Z Q BFE 3.00- a0 SIDEWALK 1 iri w' c a_ 3.00-1.---, i 'tiO�w CS CURB STOP co a V 1023.4 I c ' w m n �G, I SAN= - / /13 EOF EMERGENCY OVERFLOW 4411/4 W W N •`�,-- _J LFE Po ! 1018.83(P) ��� L JaPROPOSED 8.00 1 Q moi" c / / �` LFE LOWEST POSSIBLE FLOOR CY) X IS o• • w3 0(` o HOUSE PROPOSED CS= `" �P `.' % /f/ TC TOP OF CURB � 9 FT-FULL o / DRIVEWAY 1030.49 0. O -'h . IRON MONUMENT FOUND p) < 4 BASEMENT- v © ' l,c /�o ,� Q a 0 7826-PEACHVALE 1030.9 1.837 /• J ) ` 0 ELEV. B ^ Co',i;.J J ❑E ELECTRIC BOX 0) X a Q I ADDITIONAL STEP GARAGE 4.9% /i h `, vv/ 00 � (3 STALL) �/ /f �y�✓ O ❑T TELEPHONE BOX (nW(n o -40.99 �/ -• W W( (M)1032.27 `�/�TC © CABLE rvBOX 4C) c,` ----- o w3 '`I 1032.3 - 47.00 l O SET CAP IRON MONUMENT 18425 X X 01 \ 7.5' BUILDING SETBACK rl C1--,25 /0 .n to I --DRAINAGE & UTILITY EASEMENT-a-- - 1-'n- W O WATER VALVE a )C �C i<(:15,.-- 47.00 24.0.-7-- c U U 0 STORM MANHOLE o29.a S00°4 139"W 150.35 �o TC OS SANITARY MANHOLE o EOF GO X 1030.5 PROPOSED o� ( (P) PROPOSED ELEVATION IH. P T. HOUSE PROPOSED CONTOURS a EXISTING TREE u LEGAL DESCRIPTION PROPOSED ELEVATIONS: NOTES: t' WETLAND MONUMENT LOT 4,BLOCK 1,ORONO PRESERVE,HENNEPIN FIRST FLOOR =1033.99 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. COUNTY,MINNESOTA. TOP OF FOUNDATION = 1032.3 GRADING PLAN DATED JULY 7,2017. BUILDING PAD GARAGE FLOOR = 1030.9 d LOT AREA: BASEMENT FLOOR = 1023.6 2. BEARINGS ARE ASSUMED PER PLAT a LOWEST POSSIBLE FLOOR = 1023.4 LOT AREA= 10,848 SQ.FT.OR 0.249 ACRES REAR = 1031.6 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IMPERVIOUS AREA=3,115 SQ.FT.(28.7%) FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND -1 BUILDING FOOTPRINT AREA =2,168 SQ.FT. DAVID WEEKLEY HOMES PLAN: LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE DRIVEWAY =820 SQ.FT. ARCHITECTURAL PLANS. L PORCH =71 SQ.FT. 'PEACHVALE" ' SIDEWALK =40 SQ.FT. 9 FT-FULL BASEMENT- CONC.PAD = 16 SQ.FT. (ELEV.B) LEGEND BENCHMARKS: PLAN#7826-B DATE:DATE:REV.09/25/17 TNH LOCATED ALONG THE NORTHWEST LINE 1 ADDITIONAL STEP EXISTING TREE/WOODLAND BOUNDARY David Weekley Job#: Date Staked: t hereby certify that this plan,specification or report was prepared by - N/A 4/25/18 me or under my direct supervision and that lam a duly Licensed OF LOT 8,BLOCK 1,ORONO PRESERVE, Professional Land Surveyor under Minnesota statutes 326.02 to 326,16. c TREE PROTECTION LIMITS Lt HAVING AN ELEVATION OF 1029.34 FEET NAVD Al/iantJob# Checked By: DENNIS B.OLMSTEAD E ADDRESS: 214-0157-00401 DBD Print Name 29 SIGNIFICANT CONIFEROUS TREE TO REMAIN Z �� -�rQ Field Crew: Drawn By: Signature d 2868 WOOD DUCK TRAIL SIGNIFICANT DECIDUOUS TREE TO REMAIN CE LT APRIL 25,2018 enseN c• ORONO,MINNESOTA 0 10 20 40 Date License Number 5. SIGNIFICANT CONIFEROUS TREE TO BE REMOVED 11111Alliont Engineering, Inc. OROIV PRESERVE 233 Park Ave S, Ste 300 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED ORONO, MINNESOTA Minneapolis, MN 55415 , SCALE IN FEET 61 .758.3080 MAIN ADDITIONAL SIGNIFICANT TREES-OFFSITE /� LOT 4, BLOCK 1 612.758.3099 FAx 3 Z$(i! SIN) W VOA) t www.alliant-inc.com i 0 vw� c Zou - Ov L o t fUulVld i'0Y-- A5-&i Ii- g RAU N Page of cmt-dson 10/14 INTERTEC t'heScience You Build On. Daily Soil Observation Notes Project No.: `� ' 7Q i 17 I 0 Date: 9 ‘ - 18 Report No.: Project Name: 2g& \*"100C' °A4-1‘ Trail 1 Project Location: Lel- '1 Qhc,L I i Orovla P6 VC Client: flc.�cil �2Q kl� Ik0"v tS Temp/Weather: 35 /S1""�' Project Manager: ` h-. SO .' -STS Time Arrived: / Departed: 9 Soil Observation Areas Observed: ❑ Building Pad House Pad ❑ Roadway ❑ Pkng/walks ❑ Footing ❑ Proof Roll ❑ Other(describe) Soil report available? ❑ Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: 5.,,,4,1y64.- S Benchmark elevation : Benchmark provided by: 5�,rvtyv Finish floor elevation : Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? Y4„ Specified compaction : Fill source: c; Y\ Oversizing appears adequate? ®`NA Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No Soils appear adequate for design loads? 10g Yes ❑ No Proposed project bearing capacity(psf): 2.0 Q Q Contractor notified of results? ®.Yes ❑ No Name of person notified: KQi ," CKw,,,,,,;`, Was a copy of this report le4 _ft on site? iN'Yes ❑ No If so,whom was it submitted to? k�,,,,;).- P (b aa( Vik�CV `{� LS Ap .:'7s ® 14 bks , .k..A ,a D�s�- ,,i 6 J Y sl. C(}/r3 / G(ork 1o - It( F D Norp,r 4 d0 .Y- ct1C 0�r; _ loz3 t 6m t )- s Lajtit,or;1 IGO _ g l 6 5.C. 1 _ — ct. w S.,:4.L\e rt. ) r J.ce b �o `, SdJt5L 1 , QK,r db ba _ Notes/Comments: Write bottom elevations, date excavated, oversizing and type of bottom soils on sketch Performed By: -11111111111111P iS0'6 A j 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. <111 D21".." j7_ TIME CITY'OF ONO CALLED IN � INSPEVION N9T,ICS SCHEDULED - vz4' .8" 1!; U PERMIT NO. (7"O/ 0----G) i COMPLETED ADDRESS OWNERT PHON NO. CONTRACTOR d �j � Ell f 37. DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O 0 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 k ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL - OWNERICONTRACTOR TO MEET YOU:_YES_NO�7 9 COMMENTS: Sc2/7 e lr per- gKate h e�Mjr Ae r j f� Lar 5g--/-17a CtS u L/r:yd✓^ 711zJ 0 er-g r/"?f ,�i� p_ta - ll 1'n ,pe+ � / coTl"-Q C�','o hS Fe � C7 ra u Y� Co hl O fr p- K W cc 2 W W OC j W at WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI 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 Copyllnspector's File Canary CopylSite Notice r/ , DATE TIMEv CITY OF ORONO CALLED IN cJ INSPECTION NOISE SCHEDULED 7-,2- -/$' 10 : 676 PERMIT NO.eO1 0U04�_ J C PLETED ADDRESS o2� 'T 00e. T I F OWNER 1 T LEPHONE NO.671V-57?--0,:.2(j3 CONTRACTOR �' V'b • g a y Je_.56e- DESCRIPTION - (.).--til b--->* W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL (1. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING La ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z 0 LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ 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 Z v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTORRT�TO MEET YOU:_r YES_NO COMMENTS: /t0GKf 74/7rI'l_ , , ie W, l W ` Si, _<hge jh5l,•/ »t. i 5rdun8 % bre ti kp lc r'* 0 cc • I /.0Yp ii ri atc --"'b u i 1-1' 6 ur ii y W Q 15, gm."rtfaiI h Gr-O... )40). 1�5.5 a- ./k'j'UG Li-)? W Z W CC S W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC INCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY IL O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O 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. ✓ G 3 ,in J White Copyllnspector's File Canary Copy/Site Notice c\ DATE TIME V 44ii/ OF ORONO CALLED IN INSPECTION NOTI SCHEDULED '. PERMIT NO. - Coe PLf ED ADDRESS g U¢14 I CrO ``)I cJc Tr- OWNER TELEPHONE044"��D,2 1I� 6'72 w\ �� CONTRACTOR 1 - 2k-11 N9.� ly A 1 DESCRIPTION ' OV..1' f t / W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL AF-DURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION IX 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL cL OWNERICONTRACTOR TO MEET YOU:_YES_NO ((.) COMMENTS: cc or'415— D cc cc W OK "ea — 2 W W J W /12010RKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP 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