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HomeMy WebLinkAbout2017 - 00850 - new structure CITY OF ORONO I I 1 I I I1 11 1 I I I1 I I1 2750 KELLEY PARKWAY * 20 1 7 - 008 DATE ISSUED: 08/18/22 011 7 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2875 WOOD DUCK TR PIN : 33-118-23-24-0033 LEGAL DESC : ORONO PRESERVE : LOT 3 BLOCK 4 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 454,000.00 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 3,340.12 PLAN REVIEW 835.38 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 227.00 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 6,887.50 Payment(s) CREDIT CARD 6521 6,887.50 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 conte u... - • - Building Code.This permit may be revo,-. a any time for due cause. .(s__ ///7 Pe4 (5-C // / Applicant Permi - ignature Date ssued ignature Date Builder Acknowledgement Form Permit #2017-00850 / 2875 Wood Duck Trail Builder Representative Name: 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. /66- 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 rC� inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning GG� and repair of roadways for any adverse impacts. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\wood duck trail\2875\builder acknowledgement form 2017-00850.docx 1 CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �ry O^, Mailing Address: Permit number: ‘730/7.O 8 5V `vO PO Box 66 Crystal Bay, MN 55323-0066 Date received: �� 9-a40/ -7 Z Street Address:' �1 PO Received by: � t `� 2750 Kelley Park ay , Plan review fee: .� � 335.?O �ik£sHo��` Orono, MN 55356 Q�—ee $L9 Main: 952-249-4600 �, Total Fee: c Fax: 952-249-4616 www.ci.orono.mn.us --,5W 10 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: Q j7 5 Vic.-Uc.O f u Cit Cd. \ Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? C 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 ll 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 Cy: Minnetonka ZIP: 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 rnjohnson@dwhomes.com ARCHITECT/ ENGINEER INFORMATION: Name: MVluihern&Kulp Phone (day): 215.646.8001 Address: 20 South Maple Street,Suite 150 City: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Descri•tion of •ro.ect: 1. Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction ❑ Single Family with ❑Accessory Bldg./Garage ❑ Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence 0 Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo 0 Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require 0 Commercial ❑ Storage MCWD review&permits. 0 Industrial 0 Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek orq RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 JUL 1 9 2017 CITY OF ORONO Last Updated: January 2016 k. 1 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft)= S Si Number of bedrooms= 2. Occupancy: „r -( �1, t b.Width(ft.)= —1 3 Number of garage stalls: _ 3. Occupant Load: Areas in square feet Attached= 3 c. Basement= 1 23[) Detached= 4. Type of Construction: .J[-- d. 1 si Story = i lu® �A e.2"d Story= l LQ 7i 5. Code Edition: ...7„...., ) I '61C- f. '/Story = g.Total Area= 1 Z 5 7� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable 12r/ 0 Building Permit Escrow Agreement and Fees 0' 0 Plan Review Fee LE 0 Completed Application Form 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8' x 11 set NI' 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) 63/ ❑ Hardcover Calculations I] ❑ " Septic System Certification GY 0 Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required ❑y EK Landscape Walls and/or Retaining Wall Plans Le 0 Stormwater Pollution Prevention Plan (SWPPP) ❑ _/ Access Permit o l 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: *9 Date: 7// 71/7 Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONSG� Address: 2•, $AI ,P, W. ;' Permit No.: 2017 `�O5o Description of work: Nag Rem. Date Rec'd: a' • Septic review by: Sew 4- W a I-e Date Approved: Zoning review by: C,Y' IIV1( r�,�� Date Approved: 't-' 17. 1 7 Building review by: ( 'U /-1 ,7 ii- Date Approved: g/ '/' t' .162 ( 7 - Grading review by: ars EGW tv _. Date Approved: g'1 't -7 Zoning District: RPU U Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/ NA Lot � FA 4. Zoning: Area: 3 � � SF/AC Width: Structural Coverage: 4252—SF Survey Submitted: ,Des D No Date of Survey: 1'11' 1-1 Revised date(?): t5---q-ii Landscape plan submitted? D Yes andscaper: SI Wk\ RkSwai D No/ None proposed Propose Setbacks: Ic;ihi(40 5 'ta 4[Ito) i- 1Q' On 044\ C?Front(L e) Rear(Si)t ( N S E W ) ( N S E 0W ) Other Buildings Wetland Sit Side Building Height Analysis: Distance Between First Floor and defined Top of (a) Roof* (See "building height" definition): First Floor Elevation (from building plans): (b) (O(o i 4 1053,E59 Highest Existing ground level (per survey) or 10' (c) 1 6,.32. above lowest ground level, whichever is lower: �63 Difference between (b) and (c): (d) 4,, .3A DEFINED HEIGHT If highest existing grade is: — (e) Parld 2 19 above EFE-Height-ts-(a)_(d)- - below FFE-Height is(a)+(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes D No Permit Number: 11 - 555 D Yes D No /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) 5SCIO 14,..44/0 0 Yes to 0 Yes to 1 2 3 g 5 354ir 5P Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx . ' • • Fees to be Charged , YES, `, - " ."NO ' ' • . Plan Review • State Surcharge p • & s , Investigation Fee 1/ SAC—Number of SAC Units x i= twit e Vit Other(specify) V— Square Footage $ per Square Footage Basement Kin,54k &39 X /e70.2.4 = $ 55, (e/6.0/- AG. frn f%ti f tQf �,/ ?(C, X 0850-1 = $ 33 i / � 5 ,767 10 2nd Floor /3690 (4 /626Z., X leo I � = $3=0ZJ 986. 7Z Garage` 9,,,, i bg7 pi Z _ X se 7� = $ 39- 1 13 , f3g '-•t Estimated Construction Value: $ 5 97lY 00 ✓— " Orono Inspections Required Work Requiring Separate Permits Footing ❑ Site Plumbing 0 Grading/Filling Poured Wall 'Silt Fence/Erosion Control 1 Mechanical 0 Fire .Foundation Survey ❑ Hardcover Removal e".Fireplace Water Connection ❑ Framing' 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation O. Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 'nsul:tic^ As-Built Survey Final Lathe Required State Permits ❑ Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 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: October 2016 v:\forrns\plan review checklist 10-2016.docx Christine Mattson From: Christine Mattson Sent: Wednesday, August 09, 2017 10:02 AM To: 'Cummins, Kevin' Cc: 'Jensen, Scott' Subject: RE: Permits pricing for 2875 Wood Duck Trail and 530 Sandhill Drive Kevin, 2875 Wood Duck Trail In addition to the advance plan review paid of$1,335.70 an additional$6,887.50 will be due at the time the permit is ready to be issued. The breakdown is as follow: $3,340.12 Permit Fee $835.38 Plan Review $227.00 State Surcharge $2,485.00 SAC (Sewer Availability Charge) $6,887.50 Total Amount Due 530 Sandhill Drive In addition to the advance plan review paid of$1,335.70 an additional$7,279.72 will be due at the time the permit is ready to be issued. The breakdown is as follow: $3,566.92 Permit Fee $982.80 Plan Review $245.00 State Surcharge $2,485.00 SAC (Sewer Availability Charge) $7,279.72 Total Amount Due Please note, we currently have a David Weekley check in house (#2727194) dated 7/18/17 associated with advance plan review fee and escrow for 2875 Wood Duck as well as 540 Sandhill Drive a permit we have yet to receive. In the future, only bring in checks for applications you are submitting or picking up. We cannot hold checks. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 1 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 952.249.4620 1952.249.4616 cmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday, September 1, 2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 From: Cummins, Kevin [mailto:KCummins@dwhomes.com] Sent:Tuesday,August 08, 2017 2:09 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Permits pricing for 2875 Wood Duck Trail and 530 Sandhill Drive Christine, Thank you so much for the meeting yesterday. It was good to get some mutual understandings on your processes. We are moving forward with some adjustment to the roof pitch at 2875 Wood Duck Trail to meet the height requirement at 30'. This should be completed by Friday. If possible in order for me to save some time on starting this home, could you give me what the permit price would be so that I can send in for a check request? Unfortunately we need to make the request to Houston and it takes a couple of days to receive them,so sooner is always better. We don't expect anything to be released until the home height is resolved but at least lets me get the ball moving. Thanks again and Have Great Day!!! Kevin Cummins Builder-Minneapolis Market David Weekley Homes 612-716-2627 kcummins@dwhomes.com David Weekley Homes Fortune Top 100 Places to Work For 2 75b/t-a --- Jr‘cci Seq Fee Type Fee Amount Ovr Variable Prompt Text Table Item 1 Permit Fee Schedule $3.340.12 454000 VALUATION 2 Plan Review X5833.38 ' 3 State Surcharge(Valuation) 5227.00 '' 4544100 VALUATION 4 SAC. S2,485.00 V 0 SAC UNITS Zco/ F87 se Christine Mattson From: Christine Mattson Sent: Tuesday, August 01, 2017 10:47 AM To: 'kcummins@dwhomes.com'; 'sjensen@dwhomes.com' Cc: Dennis Olmstead (dolmstead@alliant-inc.com); Roger Peitso Subject: 2875 Wood Duck Trail/#2017-00850 Attachments: letter.pdf; Hardcover Information Packet -2014.pdf; Site Plan Requirements - April 2017.pdf Kevin, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay MN 155323-0066 (mailing address) St 952.249.4620 I g 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 1 Christine Mattson From: Adam Edwards Sent: Tuesday,August 01, 2017 7:56 AM To: Christine Mattson; Roger Peitso Subject: RE: 2875 Wood Duck Trail/#2017-00850 Chris, I've reviewed the subject Grading Plan and Stamped it approved. 1. A separate utility permits will be required for the sewer and water connections. 2. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From: Christine Mattson Sent: Monday,July 31, 2017 4:40 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2875 Wood Duck Trail/#2017-00850 We received a building permit application for a new single family home at 2875 Wood Duck Trail. 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 I Crystal Bay I MN 155323-0066 (mailing address) S 952.249.4620 I P 952.249.4616 cmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 1 AWN- CITY OF ORONO r1 Street Address: Mailing Address: Telephone(952)249-4600 � (1H. r G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 t-9kESH111 O Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us August 1, 2017 Kevin Cummins David Weekley Homes 12800 Whitewater Drive#20 Minnetonka, MN 55343 Re: Building Permit Application#2017-00850 2875 Wood Duck Trail On July 19, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated 7-14-17 was submitted; however, additional information is required. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards (enclosed)and addressing the following items: a. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the location to be consistent when submitting the foundation as-built. b. Call out first floor elevation and list with other Proposed Elevations on the survey. c. A sidewalk(minimum 24")should be added from front porch to driveway. d. Erosion control measures should be shown. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan coordinating with the survey must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. The plan should include the name of the individual performing the work. Any proposed patios,grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Hardcover Calculations. The property is located in Tier 4 of the Stormwater Quality Overlay District. Hardcover calculations were provided, but additional information is needed. While staff doesn't feel hardcover exceeds the allowed 50%, accurate information is necessary. The proposed sidewalk needs to be added to the hardcover calculation shown on the survey. Provide updated information. 4. Minnehaha Creek Watershed District(MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONOOR lkst.) Christine Mattson Planning Assistant c via email Kevin Cummins Dennis Olmstead Roger Peitso, Building Official enclosures 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. EaCompleted Application Plan Review Fee Paid ElSigned Escrow Agreement & Escrow Payment EaBuilding Plans (to scale) x2 rtificate of Survey (to scale) showing the proposed project & meeting all requirements x2 EaHardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a y 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 t . Signed by: A.iir- Address: -i -7.5-- Ciaarj /Occ c� (f,-a. ( Permit #: Last Updated: January 2016 9CITY OF ORONO RESOLUTION OF THE CITY COUNCIL A �� �' N O. 'CESH � 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: 25' Yes internal streets): W/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 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 OLD CRYSTAL BAY ROAD NORTH PIJSUC) i .." I��^�T1I _.. - �\ 1.— 1 r----i r-- i ----.ir—N , 1 ��.7 i----� r—p--���+- r----�r'_'-� " i -lir r ' r `` __. \ \ I @L �� I I I I I 1 - 1 i ' Q.4<Ga� I 1 I i' ' `� i — 1 �( 1 I 11 rte' J L I I I 1 1 1 i i I 1 —I r • 1 ' J Ir J L — ,. I — 1 Ir• ,� � I_ — , L _. 4 I t_ — 1 - J III — 1! 'I I , ,i �, — \ 1 8 , g 10 it 11 I 12 I < I I I i{ 3 4 5 { 6 , \,� 1 5 `, 'Oct � �..-�r _. 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N I— i- -D N z ; yy 30'.6°e vi/$H0�) r n O rn �L • 1 I o t �_ •^ +• I tn� r I O_ O PO = S:2,-, : i`"W + rri $M I —c 1 > > Is' I $ 2 .5 >a A?I rn = o I a '92 gtAU ,.-1 � I 2It� I 7=°-CLEJ � 3-2' 13'-4" 17-4" ) q-8"/ 3 I2'-10':', 3-0' l8" t0-10' .d -----� - I z . 2= I LIRIS __J w O} I- A w / 4%-2' 3�-9' , am 1 i I1 w ,o O'` I.. ter, L LI 1` .o _i. ioh. 0 o� m I., 1 1 © a. m y' QTY 1 1121 .. oy lnn N �� coi 1 2g im • P Art _ ll -- 1 13 8• - I o tg gr �• w ` 1 1 1 Fa ga } - ..i mm , .,__'tt 01, / 8'-0" / 18'-0' 8'-0' 17'-6" 10'-0' )31, 3-6' / 51'-6' 14'-2" / 65-8' \ / \ K n Ca ORONO PRESERVE Proj. No.: ©treekley Homes L.P. 2018 a) Lot: 03 The measurements,dimensions,and other z D o 6007 David Weekley Homes specifications,shown on this document, ° 2 8 7 5 WOOD DUCK TRAIL 81k: 04 are guidelines for construction use only. o O y/y _� Job No.: „ , „ The actual specifications of the finished 14. j' 0 .I ie D I € N O J\41N1 CN/AAS/HT Scale: 1/8" = 1 -Q structure may vary. 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'� -i Job No.: rr r re The actual specifications of the finished o 8 = ORONO� N/1-1T 0025 sect:1 ST CN/AAS/HT Scale: 1/4 = l'-O" structure may vary. represis entation y v) O not be relied on as a representation of Aii v N I • Date:3/17/17 Rev.: i what the completed structure will lookfike. 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. 12/9/16 Mailing Address of the Dwelling or Dwelling Unit Name of Residential Contractor MN License Number David Weekley Homes _ City Plan ID 7607 THERMAL ENVELOPE IRADON CONTROL SYSTEM c Type:Check All That Apply X Passive(No Fan) v G E. — h Active(With fan and monometer or O RC O CUP - - T w v a a other system monitoring device) o a Ci o o : j 1° 13 '5 Location(or future Location)of Fan: Ti rx y O- e WInsulation Location mCG 6 'Dp ti O L 1 C . q Q • t-- ,° Z rz t� 2 w rx ci Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X exterior Perimeter of Slab on Grade X r Rim Joist(1st Floor) R-20 X _interior _ Rim Joist(2nd Floor) R-20 X anterior l 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 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 912SB48080S17 PROG5042NRH67PV BA13NA042 Describe: Input in 80000 Capacity in 50 Output in 3.5 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 66255 29295 35590 Cfrn's II . round duct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type urce heat pump with gas back-up furnace Not required per mech.code Other,describe: Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High. Energy Recover Ventilator(ERV)Capacity in cfms: Low: 30%=93 High: 60°/0 186 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: 1 Cfm's Capacity continuous ventilation rate in cfms: 90 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 180 "metal duct 7607 HVAC Load Calculations for David Weekley Prepared By: Josh Gray Sabre Heating And NC 15535 Medina Rd. Plymouth, Mn 55447 763-473-2267 Thursday, December 08, 2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development Incl Sabre Plumbing&Heating 7607 Plymouth,MN 55447_ Page 2 Project Report General Project Information Project Title: 7607 — - Designed By: Josh Gray Project Date: Thursday, December 08, 2016 Client Name: David Weekley Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Rd. Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray©sabreheating.com [Design Data _---- -- �^ --- - - -- l Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Check Figures Total Building Supply CFM: 1,322 CFM Per Square ft.: — — 0.302 Square ft. of Room Area: 4,382 Square ft. Per Ton: 1,478 Volume(ft')of Cond. Space: 39,438 Building Loads — — - --� Total Heating Required Including Ventilation Air: 66,255 Btuh 66.255 MBH Total Sensible Gain: 29,295 Btuh 82 % Total Latent Gain: 6,295 Btuh 18 Total Cooling Required Including Ventilation Air: 35,590 Btuh 2.97 Tons (Based On Sensible + Latent) Notes __->; --- — — J Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\David Weekley Homes\-UNTTLO.rh9 Thursday, December 08, 2016, 4:26 PM 112hvac-Residential 8 Light Commercial HVAC Loads __________,Elite Software Development,Inc. ' Sabre Plumbing&HeatingIli) 7607 Plymouth.MN 55447 Page 3 Load Preview Report ___ ___ I Net ft.2 I Sen Lat{ Net I Sent Sys Clg i Ad; Duct Scope Toni /Ton Area I Gain i Gain Gain I Loss I Size �__ �._. i J. I --i ' CFMI-CFMs CFMi_____.__ Building 2.97 1,478 4,382 29,295 6,295 35,590 66,255 791 1,322 1,322 System 1 2.97 1,478 4,382 29,295 6,295 35,590 66,255 791 1,322 1,322 12x18 Ventilation 999 4,177 5,175 6,685 Supply Duct Latent 151 151 Return Duct 75 67 141 499 Humidification 6,010 Zone 1 4,382 28,221 1,901 30,122 53,062 791 1,322 1,322 12x18 1-Lower Level 1,360 2,268 0 2,268 10,775 161 106 106 1--6 2-Main Level 1,360 14,937 1,901 16,838 17,859 266 700 700 7--6 3-Upper Level 1,662 11,016 0 11,016 24,427 364 516 516 5--6 I I [- -- - - -- M:\Sales and Estimating\Heat Calcs\David Weekley Homes\-UNTTLO.rh9 Thursday, December 08, 2016, 4:26 PM -Rhvac-Residential&Light Commercial HVAC Loads -T -- Elite Software Development,Inc 1 ' Sabre Plumbing&Heating4. 7607 1 Plymouth,MN 55447 _ _ _ Page 4 I Total Building Summary Loads - Component Area Sen Lat Sen Total Description _ Quan Loss Gain Gain Gain LOW EE: Glazing-Builder Grade Low E Windows& 405.5 11,292 0 11,455 11,455 Sliding Door.32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal -Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8:Wall-Basement, concrete block wall, R-10 1240 4,531 0 0 0 foam board to floor, no framing, no interior finish, filled core, 8'floor depth R-20 12F-Osw: Wall-Frame, Custom, no board insulation, 2978.7 17,103 0 2,614 2,614 siding finish, wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 516 2,244 0 400 400 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 1662 3,326 0 1,835 1,835 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 1360 3,195 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20'wide 20P-19-c: Floor-Over open crawl space or garage, 1662 7,230 0 665 665 Passive, R-19 blanket insulation, carpet covering Subtotals for structure: 50,893 0 17,513 17,513 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 2,668 217 546 763 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175 Humidification (Winter) 16.39 gal/day : 6,010 0 0 0 AED Excursion: 0 0 708 708 Total Building Load Totals: 66,255 6,295 29,295 35,590 Check Figures J --- - - -1 __I Total Building Supply CFM: 1,322 CFM Per Square ft.: 0.302 - Square ft. of Room Area: 4,382 Square ft. Per Ton: 1,478 Volume (ft3)of Cond. Space: 39,438 Building Loads Total Heating Required Including Ventilation Air: 66,255 Btuh 66.255 MBH Total Sensible Gain: 29,295 Btuh 82 % Total Latent Gain: 6,295 Btuh 18 % Total Cooling Required Including Ventilation Air: 35,590 Btuh 2.97 Tons(Based On Sensible+ Latent) - ---------------------- --------- [Notes - _j Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I M:\Sales and Estimating\Heat Calcs\David Weekley Homes\-UNTTLO.rh9 Thursday, December 08, 2016,4:26 PM Site address 7607 Ioate 12/9/2016 Contractor Sabre Heating and A/C By Completed Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4382 Total required ventilation 180 Basement—finished or unfinished) - — 5 Continuous ventilation 90 Number of bedrooms Directions-Determine the total and continuous ventilation rate 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 Q3261D 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 Exhaust only Ventilator)—cfm of unit in low must not exceed continuous ri Continuous fan rating In cfm ventilatig,retina by more than 1 %. Low cfm: �� I High cfm: Q G Continuous fan rating in cfm(capacity must not exceed UV 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.h 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 dm,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 4382 unfinished basements) Estimated House Infiltration(dm):[la 657 x ib] 2.Exhaust Capacity a)continuous exhaust-only ventilation system E RV = 0 (dm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(dm); 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(dm); 375 [2a+2b+2c+2d1 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 657 above) Makeup Air Quantity(dm); ( _ —ub] /1/1/1 (if value is negative,no makeup air is needed) LV{L 4.For makeup Air Opening Sizing,refer to Table 501.4.2 NOT REQ. 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) 1 Passive(see IFGC Appendix E,Worksheet E-1) (Size and type 14 inch ridged,5 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 Draft Hood Fan Assisted Iirect 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 10 L®WIH 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)1s Brea ter than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is 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 jTRV)=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): 1333 Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 40000 /3000 Btu/hr per inz= . in3 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 m ultiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3.66 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 3000 8,400 4,200 85,000 4,250 6,375 ,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 12075 6,038 120,000 ,6,000 ,9,000 4500 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 6188 17,325 8,663 170,000 8,500 _12,750 .6,375 17,850 8,925 175,000 ,8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 ,9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 _19,950 9,975 195,000 9,750 14,625 ,7,313 20,475 10238 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 22050 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 ioNo Hardcover Calculation WorksheelECElvED sf Property Address: 7�r ric>ci) �JktCk —1-re->,i / AUG 0 12011' 4-740 '445HOQ'� Prepared by: NA/j d I,0-cele` C 4 Date: y ? Jt 5414, • . .-. O Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 (r 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 separatel for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) Garage) (24'x 30') (720 S.F.) _ 3° ,ii t cit -{tit Y r--11/0- Zo'7 G S.F. ..... rt ke-- i.L c i i 2sj S.F. WrrPcx ! . S.F. .Irlt _. r ! R-3 S.F. E Qv 4.--p,..1-n ii. !LJ kg-L' z S.F. i F S.F.4G LUCI S C_e,Ncv e— lrkc1c4�in ,7�i1. �.lc_C �fv S.F. H (�V 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 J 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)] S.F..(;‘,3�) (4) Total Lot Area 7_V,5-6) ' S.F. Proposed Hardcover Percentage [(3)+(4)] /y, 7 This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 CERTIFICATE OF SURVEY FOR: REcENED DAVID WEEKLEY HOMES AUG o l °'' 12800 Whitewater Drive, Suite 20 crry of oRONo Minnetonka, MN 55343 XX ,--DRAINAGE & UTILITY EASEMENT--S T/IRON 1028.58,....2- 1028.66 rc I 1029.45 1029.45 N r> 1028.66 '� T/IRON 1 1029.86 H. PT. 1026.34 6 ^ . 1028.74 1031.921 M03I.� _„_ 00°16 55"W 368.720 U 0 x40.33 J 1 -•� X 1026.52 v1 _ x ^ X `� 1022.23 ^' / 029.701028.68 m 5 BUILDING SETBACK TLAND Q Jrc V 0 °' PROPOSED 0 0 ,V DRIVEWAY o 7 Q' � (�' (� 1029.85 1029.75 1029.64. 1028.08 ,5:' x \\� `f,L`/. //� _ 1029.71 -1.5OTo- x N N --P x O `IV l/ �~ • X8.9% a PGLS.5r co rn p 1023.54) �\ _ z -- _ GARAGE ro BFE ^ PROPOSED 14 0 CD (0 ^' �" -x asss- ''��. (3 STALL) oTW 1028.•o' 0192 6, WALL ri \‘ DRAINAGE r.O rn `V 6-,6Y I1033.IJ --- BW 1024.9 �' X %� TW 1024.5 o 1 BEUFFER WETLAND 8c UTILITY EASEMENT L�,J oz6.37 �� Q, PROPOSES 1025.13 Bw 1024.5 x _ ,Q Q 1029 t91 .1029.68 1025.14 ,>��.7 u) 1022.49 X I - x 1oz6.3a c� HOUSE 4 �y .73 o�CS= Z y -9FT WALKOUT/LOOK' :• G N 1 EDGE OF WATER \ "915 0 1028.95 o 1 •x �f025.3) BASEMENT- u) , ' - o - a SAN= Y i - ?' 1021.15 FEET AS OF (� ° 1 n $ m m '' $ LFE 7607-MARKwOODd? y L:,:-_-i lo".2 N-CONC. N / JUNE 30, 2017N89 16 21 W � 1016.57(P) W °0 ELEV. 'A' •: d�o t= LANIDIG no--. 10 rn { I �� 1-ADD. �" "� t=a o 0 022.S8X( n WETLANDC 12.2 I •zs.44___-46.88 _ -. -_ x N r O BUFFER N N1028.20 - �'oo 0 X EW I N 1028.22 0 10'{BUILDING SETBgCK�lozs.73 1025.50 cMv N v r 1021.10 p 4 X I N N .; - X ,,, ,i 1023.84 x ,.X� / XEW o N 0 ~ " 1028.59 X 52. I ;_, 1030.04 N I 0 021.04---T , 1021.15 r X N X \. �MX� - -�- 53.83 3 / 1025.80 \ 1023.13 1023.48 0 1027.71 J� `t 1028.52 I T/IRON 11 / O I 11 ' -9X \,. 1028.15)0 J v I 1630.24 110 9.81 OF ,I SOD 15 k2 W 381.62 NWL = 1021.0 _ ` 1022.09-X x1023.22) N 1022.49 1027.79CD . / X 1025.76 24" FES HWL = 1022.93 au, --DRAINAGE & UTILITY EASEMENT T/IRON 1021.18 POND I - x (•,•;, x XL-1030.56 1025.47 I 1021.09 - 1020.89 \�C N X 1020.89) N 11022.01 EOF LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 934.0 EXISTING ELEVATION LOT 3,BLOCK 4,ORONO PRESERVE,HENNEPIN 2875 WOOD DUCK TRAIL EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION TREE PROTECTION LIMITS ----*•-LOT AREA: - DIRECTION OF DRAINAGE SIGNIFICANT CONIFEROUS TREE TO REMAIN E CS CURB STOP ° LOT AREA=24,568 SQ.FT.OR 0.564 ACRES NOTES: SIGNIFICANT DECIDUOUS TREE TO REMAIN ul IMPERVIOUS AREA=3,630 SQ.FT(14.7%) o BUILDING FOOTPRINT AREA =2,070 SQ.FT. EOF EMERGENCY OVERFLOW DRIVEWAY =1,129 SQ.FT. 1. ENGINEERING,INC. SIGNIFICANT CONIFEROUS TREE TO BE REMOVED SURVEY PREPARED FROM ALLIANT INC GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR 3 PORCH =150 SQ.FT. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED N DECK =183 SQ.FT. 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB o PROPOSED RETAINING WALL =28 SQ.FT. ADDITIONAL SIGNIFICANT TREES-OFFSITE SIDEWALK =54 SQ.FT. •3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND CONC.LANDING =16 SQ.FT. FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND a 0 ELECTRIC BOX a LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. ❑O TELEPHONE BOX a BENCHMARKS: © CABLE TV BOX TNH LOCATED ALONG THE NORTHWEST LINE 4' OF LOT 8,BLOCK 1,ORONO PRESERVE, 0 SET CAP IRON MONUMENT 18425 0 HAVING AN ELEVATION OF 1029.34 FEET NAVD 29. m Zg WATER VALVE O' PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: 00 STORM MANHOLE Revision Note 08/03/17:Updated survey per city comments. FIRST FLOOR =1036.4± 'MARKWOOD' O SANITARY MANHOLE David Weekley Job#: Date Staked: hemp � pin,spec 6cation or 00102 07/14/17 Y supervision and that I ereport duly Licensed t, Prolessional Land Surveyor under Minnesota statutes 328.02 to 326.16. TOP OF FOUNDATION =1034.2 9 FT WALKOUT/LOOKOUT BASEMENT- (P) PROPOSED ELEVATION Alliant Job# Checked (ELEV.A) 214-0157-00102 OBO DENNIS me OLMSTEAD r/ fry' v GARAGE FLOOR =1032.4 PLAN#7607-A Z o BASEMENT FLOOR =1025.5 PLAN DATE:REV.03/17/17 PROPOSED CONTOURS Feld Crew: LOOKOUT =1028.7 Drawn By: Signature 17,2017 18425 a 1-ADDITIONAL STEP 15 30 60 Date License Number LOWEST POSSIBLE FLOOR =1025.5 EXISTING TREE Q CE PLF N REAR LOOKOUT =1028.0 REAR WALKOUT =1025.0 WETLAND MONUMENT ORONO PRESERVE Minneapolis, MN 55415415 233nt En9A eeS1g, Inc.300 E � BUILDING PAD SCALE IN FEET LOT 3, BLOCK 4 cn A 612.758.3080 MAIN ORONO, MINNESOTA 612.758.3099 FAX www.alliont-inc.com a CERTIFICATE OF SURVEY FOR: RECEIVED 111 t°? DA Vl D WEEKLEY HOMES AUG 1 4 Zu"„ OS°11° CITY OF ORONO 12800 WhitewaterDrive, Suite 20 Minnetonka, MN 55343 028 58 r' DRAINAGE & UTILITYEASEMENT-,45ia29C s w 1028 66 ', I T/IRON� 1029,86 H. PT. ""' ��� "'"`- 1026:34N.� N 1028.74 1031.92po31.91 - [X00�(6o�55"W 368.72 X �r 0 .-40.33 i 53.83 n �`� 1022 )C y,` L1028�68 0 • .?3 X1028.52 ,. , in ,. \ ... / r 1029.70 o m 5 BUILDING SETBACK Q0 in �/ ° PROPOSED o/ 0 20.83 0 �IO2�T' -Co 0 DRIVEWAY-i o 11034.21 o (� (� 1029.85. 1029.75 1029.64::.. 1028.08�K X • `__ Q ; of 1029.71 1.50 31.50"X / 06 N N �� 1023.51 j 0 18'5% GARAGE a 11025.51 of o O PROPOSED 14 \ CD C(� z o m B02FE No o 01025.66 WALL 1-7_ v �. DRAIN 7 O 1... �� �� Xso.z¢ - o (3 STALL) oTW 1028 0 Oo co - i, N >_WETLAND AGE & N o �_N x TW 1024.5 0 " WETLAND UTILITY N (1032.8 1 BW 1024 9 X,- - - BUFFER EASEMENT W 1028 3 �� QI PROPOSED` 1025.13`. Bw Io24.5 x _ 5 X v Z W 1029.91 4.171-1029.88 1 025.14 6.0_• 73 u� 1022.49 X I oza_�a c� �o� HOUSE 1 �� oy. o CS= zy eµq"• -9FT'WALKOUT/LOOKOUT o\ N EDGE OF WATER •� vwi Q o 1028.95 Jo O = 025.5 BASEMENT- u X G 3 0 a )' FEET AS OF p r� a W, ; SAN= '51' 10 CFE. 7607-MARKw00D No_ c j =N CONC. N JUE 30. 2017 N 890 16 12 11 W--.'a2 1016.57(P,, w I6 . ro ELEV. 'A' o0 0 [ d . LANIDING o a N" 10 N to N 1111034 21 4I-ADD. STEP =m 67 m m L-a ctct o o_ -~- 3 o_ '< N 1022.88X i i_E,1021.1:, Ni / -WETLAND N ` ,028 20 12.2I �� �2H.g9 - ae sa- r31 TOF, ,.,.,.,..,_ _-x _ X.. ��E-J - xNo XEw oNA BUFFER N w \ �,10' BUILDING SETB CK -lozs.73 X1025.50 az1.10 X j.,- m 1028.22 0 '� Xvi o1023.84 Ew x / N o \ Z 1030.04-1 N , N 1021.15 - X • 1028.59 X 52.61 �- _�. 53.83 o , o_ 1021.04-'I - 1023.t3' - .,, 1023.48 ;-4:3'-RMS x^Ca � It �� r�25:a� \N I �/F-.w _ - X - \`\ R r V X 1027.71 2 N . _ 1028.52 I T IRON / O I I I I X �o ,„." ,. 1028.15 O J 1030.24 ' 11029.8 , NWL .1021.0 -- _. 1022.49 S00 15 2 W 381.62 022.09 X 023.22 N x 027 7s o \ EOF x 1025.76 124" FES HWL - 1022.93 O N eiM DRAINAGE & UTILITY EASEMENT--' x/IRON _ 021.18 POND I ---j\ �x 2c-s-'' t x �t030.56 1025.47 = I 4021.09, {020.89.._ X 11022.01 ozo.a9 N EOF LEGEND: CITY OF ORONO LEGEND LEGAL DESCRIPTION ADDRESS: 934.0 EXISTING ELEVATION LOT 3,BLOCK 4,ORONO PRESERVE,HENNEPIN 2875 WOOD DUCK TRAIL SITE PLAN GRADING PLAN EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION �� L PROVED TREE PROTECTION LIMITS �� DIRECTION OF DRAINAGE 0 APPROVED WITH REVISIONS CONIFEROUS TREE TO REMAIN E LOT AREA: ❑ DISAPPROVED LOT AREA=24,568 SQ.FT.OR 0.564 ACRES NOTES: cs CURB STOP 1, SIGNIFICANT DECIDUOUS TREE TO REMAIN `n IMPERVIOUS AREA=3,630 SQ.FT(14.7%) BY Aaa,m edWaf//A\ BUILDING FOOTPRINT AREA 2,070 SQ.FT. EOF EMERGENCY OVERFLOW ��•�G11 :::...JJJ II{ 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. p l(0 •t SIGNIFICANT CONIFEROUS TREE TO BE REMOVED DATE Q' DRIVEWAY = 1,129 SQ.FT. GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR o PORCH =150 SQ.FT. - SIGNIFICANT DECIDUOUS TREE TO BE REMOVED N DECK =183 SQ.FT. 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB m PROPOSED RETAINING WALL =28 SQ.FT. o SIDEWALK =54 SQ.FT. • IRON MONUMENT FOUND ADDITIONAL SIGNIFICANT TREES-OFFSITE 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRSTof CONC.LANDING =16 SQ.FT. Orono a FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND EELECTRIC BOX Planning&Zoning Plan Review LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE •,., oRnNn r n p� ARCHITECTURAL PLANS. I] TELEPHONE BOX Site Plan Review Date: ff ,,,- BENCHMARKS: �, TNH LOCATED ALONG THE NORTHWEST LINE © CABLE NBOXPPROVED m OF LOT 8,BLOCK 1,ORONO PRESERVE, 0 SET CAP IRON MONUMENT 18425 0 APPROVED WITH REVISIONS(see notes) HAVING AN ELEVATION OF 1029.34 FEET NAVD 0 DENIED 29. Z WATER VALVEC W •B'� Staff o new„o„Note 08/03/17:Updated survey per city comments. DAVID WEEKLEY HOMES PLAN: 5. PROPOSED ELEVATIONS: 0 STORM MANHOLE Revision Note 08/09/17:Updated proposed elevations. David Weekley Job#: Date Staked: f hereby certify that this plan,specification or report was prepared by "MARKWOOD" O SANITARY MANHOLE 00102 07/14/17 me or under my direct supervision and that l am a duly Licensed n FIRST FLOOR =1035.89 Professional Lend Surveyor under Minnesota statutes 326.02 to 326.16. 9 FT-WALKOUT/LOOKOUT BASEMENT- p PROPOSED ELEVATION y TOP OF FOUNDATION =1034.2 Pliant Job# Checked B: �'rt//Vv� i (ECFV.A) ( ) DENNIS B.OLMSTEAD o GARAGE FLOOR =1032.8 �-Z 214-0157-00102 DBO Print Name .1- PLAN#7607-A BASEMENT FLOOR =1025.5 - i LOOKOUT =1028.7 PLAN DATE:REV.03/17/17 PROPOSED CONTOURS field Crew: Drawn By: Signature 1-ADDITIONAL STEP CE PLF JULY 17,2017 b LOWEST POSSIBLE FLOOR =1025.5 EXISTING TREE 0 15 30 6`0 Date Licenseerase N Number % REAR LOOKOUT =1028.0 ix Alliant Engineering, Inc. REAR WALKOUT =1025.0 WETLAND MONUMENT IlliiiiMilillORONO PRESERVE 233 Park Ave S, Ste 300 E BUILDING PAD SCALE IN FEET LOT 3, BLOCK 4 A Minneapolis, MN 55415612.758.3080 MAIN ORONO, MINNESOTA 612.758.3099 FAX 3 www.alliant-inc.com o c3 LO i 5 wood -fr I N DAN 14(11A U..C. CERTIFICATE OF SURVEY FOR. RECEIVE® DAVID WEEKLEY HOMESAUG 1 4 `Ui' COOLC17Y OF ORONO 12800 Whitewater Drive, Suite 20 OS°11° Minnetonka, MN 55343 44 * '' �� Co31 91 S00°1615511 W 368.72 ' a4 7 U V I - 183 I= JS ti (Sd OM JSP 1Sd OE dS t, 1Sd fa +s Ci 1Sd fa iS 1Sd= JS lsd M:(S�. , • �/ C 5 BUILDING SETBAC1 0 0 Q co Q' 1034.2 1 0 in N v � X " Cr GARAGE 1 BFE s1 o ----PROPOSED 14' ; O ii Ii 1-0 1- 50.29- (3 STALL) --_-- TW 1028.0' (oj TNlWI024.5 I O C . -/ // 11032.81 PROPOSEDIa24.9 Lo , BW 1024.5 _w d 4 HOUSE i n ' ?Y Oewq —9FT WALKOUT/LOOKOUT o,, -X-�'I-Lr) d E¢ _ (1025.5) BASEMENT— 'n 'riX r=- 4 s N89°I612I11W ' co LFE 7eoaevRA• N wr_y n �E `s` 0 1 0 u0 11034.21 ELEV. STEP - -1 t 1 N 3 a e a a ''''':1 .1...../t d 0 12.21 \�� N .. / _... ... - -,E',... ,s 7 ds aad �s ,ad 00 0 10' BUILDING SETBACK o I '��3ad es t�sad t, —-ad ft � Z f— 1Sd= JS 15d MI AS[a 1Sd- J5 1Sd= JS 15d MI +S 1Sd= J5 1Sd IM J5 - S Sad ""� X � � �. x , �s�aad �aae�... Js�PRE� sr ti PRE�.SF ,_ .. - -_ -nc— ,—PRE S • ho 9 81 S00°15'0211 W 381.62 I11022.01 EOF LEGEND: CITY OF 0- ii U N 0 LEGEND LEGAL DESCRIPTION ADDRESS: 934.0 EXISTING ELEVATION SITE PLAN 04--GRADING PLAN LOT 3,BLOCK 4,ORONO PRESERVE,HENNEPIN 2875 WOOD DUCK TRAIL 'PPROVED EXISTING TREE/WOODLAND BOUNDARY COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION ill PROTECTION LIMITS CI APPROVED WITH REVISIONS LOT AREA: DIRECTION OF DRAINAGE ❑ DISAPPROVED �+ SIGNIFICANT CONIFEROUS TREE TO REMAIN E LOT AREA=24,568 SQ.FT.OR 0.564 ACRES NOTES: CS CURB STOP BY M j SIGNIFICANT DECIDUOUS TREE TO REMAIN `r' IMPERVIOUS AREA=3,630 SQ.FT(14.7%) `' � � _ BUILDING FOOTPRINT AREA =2,070 SQ.FT. EOF EMERGENCY OVERFLOW .(1 I 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. DATE SIGNIFICANT CONIFEROUS TREE TO BE REMOVED N DRIVEWAY =1,129 SQ.FT. GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR PORCH = 150 SQ.FT. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED o DECK = 183 SQ.FT. 2, BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB m PROPOSED RETAINING WALL =28 SQ.FT. o SIDEWALK =54 SQ.FT. • IRON MONUMENT FOUND ADDITIONAL SIGNIFICANT TREES-OFFSITE CONC.LANDING = 16 SQ.FT. 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST City of Orono a FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND EELECTRIC BOX Planning&Zoning Plan Review LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE Qr 1 3 ARCHITECTURAL PLANS. ❑T TELEPHONE BOX Site Plan Review Date: U BENCHMARKS: TNH LOCATED ALONG THE NORTHWEST LINE © CABLE TV BOX PROVED 0 C®� i OF LOT 8,BLOCK 1,ORONO PRESERVE, APPROVED WITH REVISIONS(See notes) ORO o HAVING AN ELEVATION OF 1029.34 FEET NAVD 0 SET CAP IRON MONUMENT 18425 CI DENIED = 29. X WATER VALVE StAfY Revision Note 08/03/17:Updated survey per city comments. PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: CO STORM MANHOLE Revision Note 08/09/17:Updated proposed elevations. T ----- David Weekley Jab#: Date Staked: I hereby certify that this plan,specification or report was prepared by "MARKWOOD" O SANITARY MANHOLE 00102 07/14/17 me or under my direct supervision and that I am a duly Licensed 2 FIRST FLOOR =1035.89 Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. 9 FT r, (ECFV.A)-WALKOUT/LOOKOUT BASEMENT- PROPOSED CONTOURS AlliantJob# Checked By: DENNIS B.OLMSTEAD o TOP OF FOUNDATION =1034.2 _ GARAGE FLOOR =1032.8 �-: 214-0157-00102 DBO Pont Name ,i- PLAN#7607-A WETLAND MONUMENT ~� BASEMENT FLOOR = 1025.5 i PLAN DATE:REV.03/17/17 Field Crew: Drawn By: Signature . LOOKOUT =1028.7 JULY 17,2017 18425 5 LOWEST POSSIBLE FLOOR =1025.5 1-ADDITIONAL STEP BUILDING PAD 15 30 60 CE PLF Date License Number ...--- REAR REAR LOOKOUT =1028.0 ix REAR WALKOUT =1025.0 mm PRE ra SF ri PRE• PRE SILT FENCE Alliant Engineering, Inc. il ORONO PRESERVE 233 Park Ave S, Ste 300 PST IN SF ti 'S,M POST SILT FENCE EROSION &SEDIMENT CONTROL Minneapolis, MN 55415 2 SCALE IN FEET LOT 3, BLOCK 4 612.758.3080 MAIN MM — BIO LOG 612.758,3099 FAX sc ORONO, MINNESOTA www.alliant-inc.com o 0 2515 W OODI RtUL iia I I kr�os or_ Colk hro I ', tom.= 4 ..,.. / Ilt �II Page of �I cmt-dson 10/14 _ INTERTEC The Science You Build On. Daily Soil Observation Notes Project No.: 8/ 70 3'V2 7 Date: d 9 -2 3 - / -7 Report No.: / Project Name:CRe-7.S cO 1]4"L� Te. I. 3 B / Project Location:CAc',-.a / ,fir-"�,c,Qci6.-- Client: 0,'��' 1.-,e--telc vTemp/Weather: e!, Project Manager: Ca'k -o kilt-Sc/C/ Time Arrived: Departed: Soil Observation Areas Observed: ❑ Building Pad ❑ House Pad ❑ Roadway ❑ Pkng/walks krFOoting ❑ Proof Roll ' ❑ Other(describe) Soil report available? ❑ Yes U/rvo Report reviewed? ❑ Yes Olio io Report prepared by: Get copy Benchmark: rjt./I Benchmark elevation.:, L 5'. 3,-/ Benchmark provided by: /7e(,Ar I Finish floor elevation : /G 3,7, r Bottom of footing elevation : Bottom of excavation elevation: % Approved plans available? i Specified compaction : Al A Fill source: „. Oversizing appears adequate? l .'NA m �❑ Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ N Soils appear adequLto for design loads? 1 res ❑ No Proposed project bearing capacity(psf): \. Contractor notified of results? ❑, Yeses ❑ No Name of person notified: Was a copy of this report left on site? I�res ❑ No If so,whom was it submitted to? _.S c,Az me--'-/ '`1 .el c, e-i-- 0-Hpp NCs3 ravFo FG�Ti� U P� c e-1/4-( ,n 1,.,4riati.. G 2A-G s .. C., A 2p&__ tR,Ft„c.�,,t,_ /".1'•-?-e .D,, Ree-W14144'cO ,--- le ti"D 'I-. %iGN A 6 L(Z A(:.-'r r 0 _ _ "Tc Fc C 7 N C=. kk/� fel j�l<'L.... G l ri w�G Zi C.) _ _ _ C ( �/ 771LL f /...4! F7.1 T U 79%✓�,-- 5 77,J- ( 'c.V.gid 7-/a AJ. _,, _ _ /Ljc.e r J c ,<07,A,G) .Zr s f ,r.��eF r=2 ,p,--_,z.Lr- Gc0 47 ;.7/9/ S 171",16c', Notes/Comments:///42// O_ 3' cL s'v/' 2ari-ir-ic :f rF lG,_AecvLv k- r _ _ Write bottom elevations, date excavated, oversizing and type of bottom soils on sketch Performed By:' f a Reviewed By: Date: This is a preliminary rep•rt and is • • .ed solely as evidence that field observations and/or testing was performed. Observations and/or conclu`sions and/or recommendations onve ed in the ' eport may vary from,and shall take precedence over,those indicated in a preliminary report. 4_t FOUNDA TION AS-BUILT FOR: DAVID WEEKLEY HOMES 12800 Whitewater Drive, Suite 20 Minnetonka, MN 55343 r--DRAINAGE & UTILITY EASEMENT-, �� i H. PT. U ho31'91 _ S00°161,55"W 368.72 7 .,. .4. • 0 N /0 M 1033.28_/".0 20.83 c `-10 3.27 5' BUILDING SETBACK O J al �/; (M 1032 610 1034.2 0 - 0 (m)1034.27-\ _ ^rye. (M)I032.60-, - �1034.25IM) i if) O �) v- „�/" (M)1033.27- -1.50 31.50'L ^ ( x cCv �� -i8 5% M 1032.62-1 GARAGE 11025.51 -1028.80 p ___CD 'N h 2 ( ) o (3 STALL) BFE 03o��p - ,_PROPOSED 14' Y DRAINAGE O so.2� o TW 1028.0 pot WALL C° • - n� C `` o 11032.81 SW 1024.9 -.N 'N- 102 % _ TW 1024.5 _.,__•2•Q i' BUFFER WETLAND & UTILITY EASEMENT LIJ `i "`) c�� PROPOSED M11032.63 PROPOSED `� 0-1028./4 BW 1024.5 _°110,,7� Q QW DRIVEWAY M 1034.34�,_17�1034.32(m) HOUSE 1025.62-6.001 'I O)� I 0 - X X ) w Y o�CS= z Y /0,-4:4- -9FT WALKOUT/LOOKOU oto o ( EDGE OF WATER - 00 0 J00 = E[025.� BASEMENT- LU - (l'AC-_-CON --1021.1.5 FEET AS OF O I it pal SAN= m m ' EE oto LEE 7607-MARKWOOD�-p 0 c-j 1025.59 LANDING JUNE 30, 2017 \, N89 16 21 W^_`EE- 1016.57(P) W M)1034.28 a °_° ELEV. No ow t_i n a�' 0 fn o (M)1034.30 �\ II03 Y.2I I-ADD. STEP ao o tEl N BUFFER' �\ c� M 1034.28-+�X"�f 43.67 • I 12.2 \ -_..---_48.68 .(` -, 10' BUILDING1 SETBACK 0,1 1025.65(M) (M)1034.26� i - • /. • a 0 1 m I (M)1030.63 '0 1030.62(M) - i, I __... �� 1 0l to - c 4. „ , _ - o N. 11029.81 ; S00°1510211W 381.62 t NWL = 1021.0 p EOE IDRAINAGE & UTILHW6 = 1022.93 POND 1 ` \`-______-s x ITY EASEMENT-.} I 11022.01 EOF LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 934.0 EXISTING ELEVATION EXISTING TREE/WOODLAND BOUNDARY LOT 3,BLOCK 4,ORONO PRESERVE,HENNEPIN 2875 WOOD DUCK TRAIL COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION TREE PROTECTION LIMITS LOT AREA: DIRECTION OF DRAINAGE SIGNIFICANT CONIFEROUS TREE TO REMAIN E 0 LOT AREA=24,568 SQ.FT.OR 0.564 ACRES NOTES: cs CURB STOP SIGNIFICANT DECIDUOUS TREE TO REMAIN th IMPERVIOUS AREA=3,630 SQ.FT(14.7%) EOF EMERGENCY OVERFLOW BUILDING FOOTPRINT AREA =2,070 SQ.FT. SIGNIFICANT CONIFEROUS TREE TO BE REMOVED DRIVEWAY =1,129 SQ.FT. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. b PORCH =150 SQ.FT. GRADING PLAN DATED JULY 7,2017. LFE LOWEST POSSIBLE FLOOR SIGNIFICANT DECIDUOUS TREE TO BE REMOVED V DECK =183 SQ.FT. o TC TOP OF CURB ADDITIONAL SIGNIFICANT TREES-OFFSITE 2. BEARINGS ARE ASSUMED PER PLAT PROPOSED RETAINING WALL =28 SQ.FT. SIDEWALK =54 SQ.FT. •3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND a' CONC.LANDING =16 SQ.FT. FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ELECTRIC BOX v ARCHITECTURAL PLANS. ❑O TELEPHONE BOX a BENCHMARKS: TNH LOCATED ALONG THE NORTHWEST LINE © CABLE TV BOX 1 OF LOT 8,BLOCK 1,ORONO PRESERVE, 0 SET CAP IRON MONUMENT 18425 HAVING AN ELEVATION OF 1029.34 FEET NAVD 29. X WATER VALVE PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: OO STORM MANHOLE David Weekley Job#: Date Staked: I hereby certify that this plan,specification or repot was prepared by "MARKWOOD" O SANITARY MANHOLE 00102 08/25/17 me or under my direct supervision and that I am a duly Licensed FIRST FLOOR =1035.$9 Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. 9 FT-WALKOUT/LOOKOUT BASEMENT- u) TOP OF FOUNDATION =1034.2 (P) PROPOSED ELEVATION Allianz Job# Checked By: DENNIS B.OLMSTEAD o (ELEV.A) �i /1 GARAGE FLOOR =1032.8 Z 214-0157-00102 DBO Print Name�+--�rV BASEMENT FLOOR =1025.5 PLAN#7607-A MEASURED TOP OF j PLAN DATE:REV.03/17/17 (M) FOUNDATION ELEVATION Field Crew: Drawn By: Signature LOOKOUT =1028.7 AUGUST 25,2017 18425 LOWEST POSSIBLE FLOOR =1025.5 1-ADDITIONAL STEP 15 30 60TL PLF i REAR LOOKOUT =1028.0 PROPOSED CONTOURS 0 - Date License Number REAR WALKOUT =1025.0 0 EXISTING TREE Alliont Engineering, Inc. ORONO PRESERVE ` 233 Pork Ave S, Ste 300 E 55415 WETLAND MONUMENT SCALE IN FEET 612158.30 MN xIN LOT 3, BLOCK 4 612.758.3080 MAIN BUILDING PAD ORONO, MINNESOTA 612.758.3099 FAx a www.alliont-inc.com o 0 2A75 Wood Duuc lY 201F6ur h�o�- AI-fju,141- , 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. 2011 - bow Issued to: David Weekly Homes Permit No: 17-335 Location: 2875 Wood Duck Trail, Orono Purpose: Erosion Control- Single family home Date of Issuance: 8/4/2017 Date of Expiration: 8/4/2018 By Order of the Boar. of Managers is � IBJ eidi Quinn 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 July 131h, 2017 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 a .r, MINNEHAHA CREEK 7 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 u+pZf:ll - LOZ lZ inf. BMp•torn\alonllil.,a3 lo-Wax.,ns\LSIOVL\iIOZ\:X :a woo 6u,Mouf 11 V o � a b Vi'" NN C y? tL Zz,1 >CC W $ , v y2poo .5. CC 41 c6 0i isOO 1pL ,E 5 • ti4oN� 0 O 0 I.- 41 Co c CC 1 1,pNN iW LLI W� 2 1g( i yi 3i a 6a00'S9 „61,Lto68N Xlit oW W V O U O it ,t,t.7 ° 11- .0 I.** 14 R{� m • Q. ix. CC Z 12 2 $ 2 cc Q Z U W s °•^...) 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Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site:, // Inspector. v /AA )/1. White Copyllnspector's File Canary CopylSIte Notice \ / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 047 3=00 PERMIT NO.92O/7- 6Y)757) COPLETED ADDRESS .2473'75— k/4UddLl lc- OWNER .1 /TELEPHONE No/067---SW-10-2 7� CONTRACTOR D (L)I 1we121LIl/ JP SSS DESCRIPTION S IQ ❑ FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION _ 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS 1. SULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP _ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO • COMMENTS: u., - /let/SA /AfelZ• -I- /0/5, rfr, jA..)4. k Q. 0 "4-- r1I+15 - skit / .( air /ievieevk�w5 r cc cid,5C 5 -44--710,0 Cad „t #,,, — 0 W CC Q LIJ ,/ W CC d W ❑WORK SATISFACTORY:PROCEED O PROJECT COMPLETE CCW CI CORRECT WORK&PROCEED LI ISSUE CERTIFICATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN ,UTOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED I�('NSPFCTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. �p-l 16v4 White Copyllnspector's File Canary Copy/Site Notice r- 42-. � / Df/-77 AT/� TIME CITY OF ORONO �I � INSPECTION�NyO�TIC �j j��"S LEdutEa L. e j /7 /0.•e d PERMIT NO.P�l/� 8' " COMPLETED 'I ADDRESS 03 WS ( o c 7l cJ /r _ n , l OWNER ,'O TE E'nHONE NO. / _ �-d2 CONTRACTOR d G�y �e�-/�( SSe-. E DESCRIPTION a / -(2, r2 W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ' ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING `f FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ ADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v▪ ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTO TO MEET YOU:_YES_NO COMMENTS:\401,(144/Lit sliLrvt' 5/ 17IX 14. Q. CC yyvvv&L 0 t i 'i . to N, .l -- / s _. `_ 45 ' , 'f-- N. It .101-4(l'''' I `b. 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(952) 249-4600 OwnerlContractor on site: Inspector.c==er /" White Copy/inspector's File Canary CopylSite Notice ( / DATE TIME CITY OF ORONO CALLED IN i� / ,2-..e-0 INSPECTIONTICE SCHEDULED i9 �� PERMIT NO //7 �k" COMPLETED ''7_ ,, ADDRESS =7 8 7J U' d�v� //Ls OWNERT LE•H*NE NO 6/a 3L7 7. y± 4I_St CONTRACTOR u/J— '/ ell / % / /L( E DESCRIPTION - 0717//j(c) ty EQOTING El DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING c/ 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT :IC 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL --i ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c COMMENTS: L✓ez6ue-.-S " �f 5 ui t/Gl,/D✓f ,� c_ 'DJC - cfy — / ofa✓nc5 p' 1 pk-.7 — /Jo ve. -✓ do:•c- �0k t CC —lb ►revWe'QCs✓ is (A)e Sty G oc.)e-- v AJ4� 0O W cc O X 2S— Our -- I( 12 - - - / Z •✓ S'4e � ! 4 �✓ , krill *-- j I ^ &a(n, 1-4"10a5OW •'rs.6 W yk0RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN Cl ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED o INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector./1--' .71- White White Copyllnspector's File Canary Copy/Site Notice c/ TIME N7 DATE CITY OF ORONO CALLED IN 4:_i3,____ INSPECTIONT CE_, p. 0 SCHEDULED /7 PERMIT NO. /1 COMP ED ADDRESS 73S75 R GL 4 OWNER ,, H /, TELEPHONE NO.?/A -7/0-a(,, 7 ier..,3.4z) R � CONTRACTOR I-d (A -t E DESCRIPTION ia i' /i IQ ❑ FOOTING ❑ DEMO-FINAL J 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z_ ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION QAMING 0 MECHANICAL FINAL 0 RATED WALLS INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT :14( 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU: YES NO PI COMMENTS: �6 uM z I" v� 51,avt�/ of p p 1�'d Z�17 1 / IQ Q. oLt G(/`G APO i✓l _ 6 (40. 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OWNER )O.�'/ 5-6;7-4)2 3 CONTRACTOR v'la � 1 y DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1.":"-El.INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO vi COMMENTS: cc Q. 4Y4 9 / sr". .�a 8 to 4i c v e� o cc CC CC CI LUWORK SATISFACTORY:PROCEED ❑PROJ ECT COMPLETE CCLI CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C) ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS- ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 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CONTRACTOR 194!A d e j DESCRIPTION /'►'4 ' k 5 Pe r (-1�50 W 0 FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF ❑ PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS LJ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: /e c- lb - 13- 17 elet 1 -Ca •(/Ls Go r V'-cc &[G �,s 60 rnCt O OK Gox6P e et CLLJ C Ci IORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN D STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 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CONTRACTOR av,-n lac ekly DESCRIPTION /!n4l Rer ''�se<� u ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL 0 TREE REMOVAL • ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION ' ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT krRNAL 0 WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO oy COMMENTS: cc 4.1 C6rve ra �¢ Dprrvr �rIS�Er. A. 8 vI'oea - fto&' - /ac - riser o•1 est {l,y�iC .54r5 - a>/ � ' fa;( Gt1e— p r Q " -tic io;j - � �rree e-6 �� l/ a.' le.as�tc�xs� cc -S W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR (11 CITATION ISSUED XISPEG-TION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. ) w-' tar- White Copyllnspector's File Canary Copy/Site Notice