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2018-00069 - new structure
CITY OF ORONO I*1�1I 1 i 1811 1111111 1 I MI* 2750 KELLEY PARKWAY DATE ISSUED: 02/22/2018 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2839 GOLDENROD WAY PIN : 33-118-23-24-0029 LEGAL DESC : ORONO PRESERVE : LOT 4 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 346,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 2,659.72 PLAN REVIEW 393.12 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 173.00 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 5,710.84 Payment(s) CHECK 2766924 5,710.84 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 revo .. due cause. / IF :-.plic. t Pe tee Signature Date Issu-.:y Signature Date Builder Acknowledgement Form Permit #2018-00069 / 2839 Goldenrod Way Builder Representative Name: P,u) 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. /6( Schedule a minimum of one hour for the framing inspection. //e Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. /C" Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning 4.6„ 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 f Q 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 )47C.- approved prior to construction. w:\street files\goldenrod way\2839\builder acknowledgement form 2018-00069.docx 1 CITY OF ORONO t BUILDING PERMIT APPLICATION 7/0. 3"/ FOR NEW STRUCTURES OR ADDITIONS 'O A, Mailing Address: Permit number: oSD/ 8 Z7b& f VO PO Box 66 Crystal Bay, MN 55323-0066 yl� Date received: I—/nJ ,, Street Address:' � " Received by: �J� y� 2750 Kelley Parkway Plan review fee: ?j 5,7� l4kEsHo�t- Orono, MN 55356 o?a/ 2 4.7 Main: 952-249-4600 T a Fee: Fax: 952-249-4616 www.ci.orono.mn.us L/yuJ 01,,9-OLIO1pS' This application form must be completed in full and all required information must be submitted. t/ err( Incomplete applications will be returned. (Please print) VU GENERAL INFORMATION: Job Site Address: ,Rnq r;n, pnrni‘A/ay Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes 0 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# B6697545 Expiration Date: Phone: (cell) 612.716,2627 (office) Mailing Address: 12800 Whitewater Drive, Suite 20 City: Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: kcummins@dwhomes corn 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: Mulbern&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 0 New Construction 0 Single Family with 0 Accessory Bldg./Garage 0 Addition attached garage 0 Deck 0 Public Sewer ❑Accessory Building 0 Single Family with 0 Office/Commercial ❑ Relocation detached garage 0 Residence 0 Private Sewer ❑Other: (specify) 0 Multiple Family/Condo 0 Retaining Wall(s) ❑ Public 4-feet or greater 0 Public Water **Any earth movement may also require 0 Commercial ❑ Storage MCWD review&permits. 0 Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 JAN 1 J 2018 Last Updated: January 2016 CITY OF ORONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= (X(ilk Number of bedrooms= 2. Occupancy: b.Width(ft.)= 3� Number of garage stalls: 3. Occupant Load: Areas in square feet Attached = 7i c. Basement= //2- Detached= • 4. Type of Construction: d. 1st Story = A,r'/ e. 2nd Story= 5. Code Edition: f. '%Story = g. Total Area= 2i 3 C) REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos Applicable 0 Building Permit Escrow Agreement and Fees ❑ Plan Review Fee 0 Completed Application Form C7Y 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) 0 Hardcover Calculations ❑ Ci7/ Septic System Certification ❑ 0 Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required /{}pp(Ceid -- /11 O fa/ Landscape Walls and/or Retaining Wall Plans _ ❑ 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ 0 Access Permit ❑ 0 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: Date: 7/(i1/( Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEWEVCJH�,E/CK,LIS,T/ FOR NEW STRUCTURES / ADDITIONS Address: 2 ?J Ei�Jdt .Q lrO(/t Way Permit No.: 201x" ow109 Description of work: NI VA i4 ' u -. Date Rec'd: 1 *1 C1.1 r Septic review by: SPAN fii I--- IA1 9 ttV - Date Approved: �'r 4Zoning review by: �i1 VD Date Approved: Z'5 '1Y Building review by: �I'm C �i kill Date Approved: 2.2'jr 2. 5 Grading review by: / Cfrn Date Approved: l i3 Zoning District: 12piAD Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area:' L. 11- D AC Width: Structural Coverage: SF ''----' % Survey Submitted: es D No Date of Survey: 1 '4(0 1 p Revised date(?): 1:55'I.0 Landscape plan submitted? D Yes Landscaper: 45 S WVIJV\ GtA Y10V\-tly" D No/ None proposed Proposed Setbacrs: 41 Front(L a Rear(Str . ( N SE 11P ) ( N S E Other Buildings Wetland SiSide Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See "building height" definition): (a) 1 First Floor Elevation (from building plans): (b) l,034-..5 Highest Existing ground level (per survey) or 10' above lowest ground level, (c) 1032_ whichever is lower: Difference between (b) and (c)*: (d) Z.,.:-') DEFINED HEIGHT if - -'is in. .•.. - • .de is above-F —Heigh (e) 1-7 , *If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes 0 No Permit Number: ��� 0 Yes 0 No /A 0 Yes /No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 2i,(6O O 0 Yeso 0 Yes o 1 2 3 0 5 -0 l.- L( 6..E. Type(s): // Type(s): P&L 3f-- = 42_8 Fr12-. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO e "«, ,t war «,,.Fwd :< . . ,:- . n � .,a 4�, ..,r,; „ a',€„ + .. '"3 Plan Review ' '!.',7,1-;,;1,-.' _:'"r'2 Le: y +- ' Investigation Fee SAC-Number of SAC Units *:.,91; I' ; :: k ,,,-LI Other(specify) . '41— Square Footage $ per Square Footage Basement 1Z 35— X 103.9 = $ 1 Z8 3y-1.Z0 —1— L� ^— U'i cat's h ,31�" x , 7e q-Z, = $ 3 2 787E15'0 1, -1--- l( 7 0 X 1 a3. ?Z-- = _ $ 1 Ge 7�311 ,2 0 Garage Li-'� Z? 7 X J Estimated Construction Value: $ I , 39. = $ 171 SIeCQ.3I (ef 00 Orono Inspections Required Work Requiring Separate Permits Footing D Site Plumbing D Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire ',Foundation Survey 0 Hardcover Removal lit-Fireplace A Water Connection 0 Framing 0 Other(specify) 0 Masonry )5 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 �'" Electrical REMARKS (in-house): 1 OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: e Builder Acknowledgement Form 0 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: Christine Mattson Sent: Friday, February 02, 2018 9:59 AM To: 'Cummins, Kevin' Cc: Roger Peitso Subject: 2839 Goldenrod Way/#2018-00069 Kevin, We have reviewed the building permit application submitted and have noted the window wells on the building plans and window wells on survey do not match. Please clarify and provide updated information. Don't hesitate to contact me with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN ( 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) St 952.249.4620 g 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 1 Christine Mattson From: Adam Edwards Sent: Friday, February 02, 2018 8:17 AM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2839 Goldenrod Way/#2018-00069 Chris, I've reviewed the subject grading plan and stamped them approved with comment. 1. As you pointed out there is an egress window that is missing from the plans. 2. The builder must protect the curb stop during construction. 3. A separate utility permit will be required for the sewer and water connections. Adam From: Christine Mattson Sent:Wednesday,January 31, 2018 11:09 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2839 Goldenrod Way/#2018-00069 Adam, We received a building permit application for 2839 Goldenrod Way. There is an egress window shown on east side on the building plans not shown on the survey.The egress windows shown on the south side on the survey do not match the egress windows on the building plans. 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 Crystal Bay I MN 155323-0066 (mailing address) SI 952.249.4620 8 952.249.4616 21cmattson@ci.orono.mn.us " www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 1 GUARDRAIL(TYP.) I"" 65 LL 1 I = l b (i) w a W n F LANT LEDGE© _. D ',, 6 i., z d' M 1'-0'FROM F.F. J --z�� • ID SAIL 13 12 11 Q =J J PER • b > E 6 7 8 9 . Q1612 I COMM. ©ff _ '-- N Q 2 I d • • COIII , , , ,,,, -,-.' - , - , \ VI. g 0 eq N\ PWDR b o o � b 1 COO 1111 ..__...1 x6 WA L kr 1. 6'-2„ I- W STUDY z ,_ W Z a om �- W ., 1= aAZO 0 -* g 8 0. 1.11111 (2)3-0 6-0 SH H 0 I- Q @8,-0„ Q O g 0 J 0 -tr-mir \ \ Iiiilli0 � 0 � 3' 6" j,31. 9h1 I I ( / a �+ CD 11' 0" I I - z..; b if �N PLAN SQFT. M AM15MTO- �N TOTAL LIVING 1610 PLUNE. TI_7 N EN LIVING \ 1ST FLOOR 1610 roar \--/,7 ` 1 18"SQ.WOOD COLUN 4„-, � 12" � ° TAPERED TO 12" TO SLAB SOUTH r/ 40"/ WI BASE(TYP.) TOTAL SLAB 2018 6' 8" 2'_2„ GARAGE 429 7 822-A / / FRONT PORCH 114 BASEMENT 1475 / / BASEMENT PLN -1 p'( TOTAL 1475 FINISHED ASEMENT 1129 BAYER UNFINISHED 346 MINNIAPOLIS J ST. PAUL %,,LoIv CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. b k�ESHorti o i 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 7 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 — I / t / .._ ..._._ QLD CRYSTAL BAY ROAD NORTH PUBLIC) _ \ I �- I r--p--11 �L���[[-"---- r---- rr-N ,+� 1 r-e'--/��. 1 r-----�,�..---; r ;r �` \ I ` — J @LOLL.1 I I I t I T +_. _!.!- �.QC 2 J,L L 1 I I ,1 ': k 3 4 5 6 \`�� tt tt. �C / /r r I ; .J PDND1 :I -It •I `i ` • 1 rr--. •��..../! / I 1 t III 1t : 9 I;I !SII it /� \ �� 5 1 r 5 ;1 16 _ 10 '!r \\ I rit ti-- ! 3yI I I T 1 ij^.. « _.kt \ 8 ,., 11 r- 12 >` `s---- e4 w I ' 6 __J_I-- �i/./</, \`��, r �a2 t\ i I� / ��'t�J err i'/', `\ `�"' 1. ! i /('� \,...\ \ \\ L i f+L-j�, ',<'` C.` i ` \ FA.TRATpN 3 L - J i - C,// 5 �,/,4. \ \\\\•`, \• %.41.-......."' 1 : \• „ 1 i\ , ,/.i.�n` \ I x�[[11 /ii 4 ��f ,��\\.\' �\ \\Yr. <'� \� \ '\, I 13 ( 0 3 /itt 3 __1\a ..� �� \\\\\� \ ` r...\„1„:\<.\ \ \ \ 1, < ` \ t J ::: _ 1 I 2 - I C i ,....,.,.. ..,..:• ,„.•.:,:._:;: . 'mss-.__ ;, -- - . X1;11 �\\ ; i 1 • , , \,..\„..., ,,, , ,1 1 I 1 ILL_ Lw d\\ ,� hl P to--,Ili, / t \,,,,.., \ \ •,\,., \ \\` s► t i \ s 1 I s I I LEGEND: 3• 7.5' - SIDE SETBACKS 7.5' - 1-SSE SETBACK 5' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK (2-SIDES) 10' - SETBACK TO ROW 10' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK ORONO PRESERVE - SETBACK EXHIBIT =® - A D DD' 00' ORONO, MINNESOTA DME: 3-4-16 \ DRAVN BY:1...000' ALLIANT SCAM. 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 E3- Plan Review Fee Paid EaSigned Escrow Agreement & Escrow Payment • Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a atcopy of MCWD permits (or documentation from the MCWD stating he proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 re. . •ing t is • •'ect. Signed by: Address: 421111r,S-3 �4(c.�eAn,t111��Permit #: 4)/ $--DUO(o S Last Updated: January 2016 City of Orono Monro Hardcover Calculation Worksheet Property Address: Z 5r 361 C9 o1 u 14)0,1 i> ���KFSHOC't` Prepared by: Date: l /I�J ( sif Com% S 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 (?xk,t([ I ZOS-C S.F. B r w t't4)J (p IL) S.F. C POI[,G. ( I 3 S.F. C Ss w• t(e- p� ZS! S.F. giep, cvm crr i._d/ ( le S.F. S.F. S.F. S.F. S.F. S.F. S.F. 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(1y S.F. (4) Total Lot Area 21-3-7C( S.F. Proposed Hardcover Percentage [(3)+(4)] Z-2, V- % RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information confer' 1 j 2018 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 CERTIF/CA TE OF SURVEY FOR: LEGAL DESCRIPTION PROPOSED ELEVATIONS: DA VID WEEKLEY HOMES LOT 4,BLOCK 3,ORONO PRESERVE,HENNEPIN FIRST FLOOR =1034.9 12800 Whitewater Drive COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.5 GARAGE FLOOR =1032.2 LOT AREA: BASEMENT FLOOR =1023.8 Suite 20 LOWEST POSSIBLE FLOOR =1023.8 LOT AREA=12,374 SQ.FT.OR 0.284 ACRES REAR = Minnetonka,1032.0 MN 55343 IMPERVIOUS AREA=2,826 SQ.FT.(22.8%) HIGHEST PROPOSED GRADE =1034.0 BUILDING FOOTPRINT AREA =2,059 SQ.FT. DRIVEWAY =610 SQ.FT. PORCH =113 SQ.FT. DAVID WEEKLEY HOMES PLAN: SIDEWALK =28 SQ.FT. REAR CONC.PAD =16 SQ.FT. "BAYER' BENCHMARKS: 9 FT-FULL BASEMENT- (ELEV.1) NOTES: LEGEND: TNH LOCATED ALONG THE NORTHWEST LINE PLAN#7822-A • OF LOT 8,BLOCK 1,ORONO PRESERVE, PLAN DATE:REV.09/20/17 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. -%T4 EXISTING ELEVATION 29 SING AN ELEVATION OF 1029.34 FEET NASD X00''. GRADING PLAN DATED JULY 7,2016. 9 34.0 PROPOSED ELEVATION ADDRESS: 2. BEARINGS ARE ASSUMED PER PLAT �'•-• DIRECTION OF DRAINAGE 2839 GOLDENROD WAY '-�; 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST ORONO,MINNESOTA 0 0 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP 4-. \02 Q1 LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE \ • ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW O LFE LOWEST POSSIBLE FLOOR n Q$ TC TOP OF CURB \�v v ~ IRON MONUMENT FOUND n% 6 � ' ELECTRIC BOX 01 `O , — © TELEPHONE BOX X29 =_ — — _ — — — — LEGEND CABLE TV BOXPGS X 1 i EXISTING TREE/WOODLAND BOUNDARY 0 SET CAP IRON MONUMENT 18425 Ili ��� it \NG TREE PROTECTION LIMITS g MX WATER VALVE tj 55 Q' 144.11 l SIGNIFICANT CONIFEROUS TREE TO REMAIN 00 STORM MANHOLE � \5 20 8 lr/� © SANITARY MANHOLE \� 10 F-GR,552 \FE .�EL' 1 SIGNIFICANT DECIDUOUS TREE TO REMAIN \� ``,G I CV SIGNIFICANT CONIFEROUS TREE TO BE REMOVED (P) PROPOSED ELEVATION n C. _ X25. GE E —4.x4.1 N 1, \052, �� \ O � N or • CONC. FIAD 4 L"o SIGNIFICANT DECIDUOUS TREE TO BE REMOVED PROPOSED CONTOURS i O O� �3A ROPON sso � eiN Z 002.2 t\ PR� B 0 EXISTING TREE o ADDITIONAL SIGNIFICANT TREES-OFFSITE ,„ O • P �9� ` �� �R��� �, stv. Sti Z WETLAND MONUMENT ai 'p _,A3 " 56% I p p --- ari. - 1p20 s I BUILDING PAD � J c0 I RECEIVED PRE-SILT FENCE cy r- o 0 0 VA 3 11 1 to Z r 0 5 ® ■ POST-SILT FENCE v O '3 II m 4' SIDE-I 1 11002 I JAN qqQ a N — to BIO LOG i mW WALK 1, JAN IDIU / m U N `J' I NC N o Q CITY OF " Q 05 0) • CV s,; N`ft - ORONO 5' BUILDING SETBACK m ' =S" O rn o 7 David Weekley Job#: Date Staked: 1 hereby certify 8'36154 1 Y rtify that cts pan,rsion specification or report was prepared by N/A 01/06/17 me or under my direct supervision and that I am a duly Licensed m /��0 V ( ' Prolassiortal Lend Surveyor under Minnesota statutes 328.02 to 32&18. N ANiant Job# Checked By: DENNIS B.OLMSTEAD 'o 36 54„E 151.49 - Z 2140157 o� Print Nemo 0 a 1031.5 - _ � ---� Field Crew: Drawn By: Signature 7 H. p 103• 0 JANUARY 16,2017 184253 E0F 0 • 0 10 20 40 KJ EL PLF bate L cense Namber X ORONO PRESERVE Alliant Engineering, Inc. 233 Park Ave S, Ste 300 £ SCALE IN FEET EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 2 612.758.3080 MAIN ORONO, MINNESOTA 612.758.3099 FAX LOT 1, BLOCK 2 www.alliant—inc.com o SHEEr2OF2 CERTIFICATE OF SURVEY FOR: LEGAL DESCRIPTION PROPOSED ELEVATIONS: DA Vl D WEEKLEY HOMES LOT 4,BLOCK 3,ORONO PRESERVE,HENNEPIN FIRST FLOOR =1034.3 12800 Whitewater Drive COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.5 GARAGE FLOOR =1023.8 Suite 20 LOT AREA: BASEMENT FLOOR =1023.8 LOWEST POSSIBLE FLOOR =1023.8 LOT AREA=12,374 SQ.FT.OR 0.284 ACRESREAR =1032.0 Minnetonka MN 55343 IMPERVIOUS AREA=2,826 SQ.FT.(22.8%) HIGHEST PROPOSED GRADE =1034.0 BUILDING FOOTPRINT AREA =2,059 SO.FT. PORCH DRIVEWAY 610 SQ.FT. FT. DAVID WEEKLEY HOMES PLAN: SIDEWALK =28 SQ.FT. °BAYER' REAR CONC.PAD =16 SQ.FT. 9 FT-FULL BASEMENT- BENCHMARKS: (ELEV.1) NOTES: LEGEND: TNH LOCATED ALONG THE NORTHWEST LINE PLAN#7822-A • OF LOT 8,BLOCK 1,ORONO PRESERVE, PLAN DATE:REV.09/20/17 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. EXISTING ELEVATION HAVING AN ELEVATION OF 1029.34 FEET NAVD \0 j22 GRADING PLAN DATED JULY 7,2016. 17j-34711 PROPOSED ELEVATION 29. 2. BEARINGS ARE ASSUMED PER PLAT ADDRESS: DIRECTION OF DRAINAGE 2839 GOLDENROD WAY 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST ORONO,MINNESOTA FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP \02 Q.• LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW LFE LOWEST POSSIBLE FLOOR nn TC TOP OF CURB vv , • IRON MONUMENT FOUND \VAA \ ' ❑E ELECTRIC BOX O Orj O6 `►1 ❑T TELEPHONE BOX ��p� [�� _ — — — — LEGEND © CABLE 1VBOX NC P�� ii 13 LLf) EXISTING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 \�01 M TREE PROTECTION LIM/TS p WATER VALVE v 5 E.055\ -- P 1WE-�# SIGNIFICANT CONIFEROUS TREE TO REMAIN OO STORM MANHOLE 0�\ ' \023 8 E�RE552 j SIGNIFICANT DECIDUOUS TREE TO REMAIN OO SANITARY MANHOLE \ �5� \4E��I! v I O (P) PROPOSED ELEVATION m 1011 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED \0�2 -P 1 NOSE (� ```��CONCx4 IAD _ _ — PROPOSED CONTOURS N co P �l E° MEN F4 p SIGNIFICANT DECIDUOUS TREE TO BE REMOVED O 0. r,2 OPOS ost- ® I EXISTING TREE O. O� --RpPOSEO//J \p32,2 \ PR FV\'Bp�• I 00 ADDITIONAL SIGNIFICANT TREES-OFFSITE N O� • --"St'-c) P R\�EN �9� \X I Z WETLAND MONUMENT Q5 O 6%a - \ X ;� 0:55- 5� 8 'O I BUILDING PAD Z " i (Dec-. � �(� q)--°1- '1.10),,t V \OgE� I I�E�+IC'Y ED '. • PRE SILT FENCE�4 r` Q POST-SILT FENCE a 3, ipn Z Y o . . alo coG 11 I JAN 1 X018 /'I� int II o a 4' SIDE—/ \ O'J2'S �Y. com WALK \ mN '� Z U I v 0 • �" �s _ m CITY OF ORONO o 5 BUILDINGK m w i N iD n r ul David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by - N/A 01/06/17 me or under my direct supervision end that I am a duy Licensed a, Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. N080-461 - Alliant Checked By: DENNISB.OLMSTEADrn 54 E '° _ �� 214-0157-040.3 080 PntName- -....)_...._:&0/171- v 1031.5�� 49 ._. - -. Field Crew Drawn By: Signature a JANUARY 16,2017 18425 p H. PT. 1030.0 • 10 20 40 KJ EL PLF Date License Number j EOF Alliant Engineering, Inc. ORONO PRESERVE 233 Park Ave S, Ste 300 EROSION&SEDIMENT CONTROL ` Minneapolis, MN 55415 r SCALE IN FEET 612.758.3080 MAIN ORONO, MINNESOTA 612.758.3099 FAX LOT 1, BLOCK 2 www.alliant—inc.com o 0 SHEET 2 OF 2 62-icr / 26-6' / 36-2 "I / 5-6" 11'-6' 5-4" 18" 12-4" 5-11" 5-7" 4-040 Ft5 T-4" N y .. -J (/ cn 1 TUB&`S IllII 4 2 m 6-0" Cil Si. G-3 03 CO ti 03 4 � > Oz o 2A p �IN xi 73 03 73 Z 4 K m 6-Er / 6'-2' M M N I= 1110 4 W N 1 \ r 6-6' 12" OI 11" T-2' It 1f 1 2-4v �. (2)2-0 41^3 �' 9 (2)2-0 N SS a 28 IRIS �t`lt' �4(rLei mt� 1Ris I. \,1 \• r 9 4'-4" 7-4" T-6" 4'-0' 14"1 3'-2' 1.14" 3'-6" 17" 6-1" \ \ oi � -- \ MMK AAA(( / 6-6' / 5-6' IH) I FURNACE I 13-0' 3-8" 4'-0" y z-04 y U t0 : t a! 3_ j 7 1 2 r 0-; ii N P \ r ` rnI1i_11H —I 0 m r.-S'I o s ,- 0 (''' Afz yg '-f- Ta iA N F(i4 r9S"r i j .2 J N / 16-6" T-8" / 30-4" /20'/ 6-6" / 54'-6' 2" n / 62-10' Z rn 0 m n - L!. 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This documentof may not relied on Sect , \D 9/201201/ Rev: ' as a to re ill look of what the completed � structure will look like. 82-1P / igqq / 2.5-1P 5-4' 7-P 1a-8' 13-P ' 6 3-5" 2-11' 7-10" 2-117 z-P 4, 8'-8' 2-8' / z-s 2-04-0SH ©6-17 2-02-0FX 2-02-0FX "TI ai �' @8 P �ap� @5 P @8'P 73 �1 IRIS ill, Na �470 TUB _, _ O N L-y C ' a F I XI N 4 z-P _n Ir= Io iL mPa" ttti > I % . 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I A It 20 South Maple St,Supe 150•Ambler,Pa 19002 • DAVID WEEKLEY °' Telephone:215-646-8001 Fax:215-646-8310 ; MODEL D �, www mulhemkulp com T, 7822 O HOMES O J � ' MULHERN & KULP 99 _ J N MINNEAPOLIS, MN 1 ED Ui O C:1— CD N [D O Ii W1 _ MAX' Oq T iii3 gr`i��yy 66[Ll NNNof •7700W� N MIME:w i b' et A li El Al- el 11 * -Ti pq !61 i . 0 M: �� T � :, 01 -ate 9 i/2' * 4 P 11 , :11i. • hr y� � � 11 ug s7s�FA iF 2 Pi ! ;p,2i: I q br if - ill;M �Nm I" I \ A. ... IN bl u~ i I0Npr pp 11 PdIDi iii' ° $°� g \ ii- 1 i T : - j�R F , 9 I/2' i oN Q .'r� TO 24'MA%. 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JUNEOFPITCHRREAXI ` 10-6 PLATE //7 .7'' // SHAKE SIDING �I`.' 6'ANGLED m4. Ot CW c -� 6'FASCIA(TYP.) - 12 �� '°� .d11/II 111;111. Qto °, ��� 14.-to RMER _ E 4 ill 4'FRIEZE(TYP.) @DORMER `d/IIIA " !1111\ �� �� © 9 1630 FX 1,g 14.43' /.1�nMl�Md=1 rII�=II Iii1111bi. 17X24'LOUVE(TYP.) '.■'.G' ::::::REL EE DORMER II METAL DRIP EDGE kz ii,� iiia iii. -� (BLACK GLASS) 4/11/116 11g�1 Ll 11/1111/1 . DETAIL :MMEMii C ia-aFLATEdt/1111/1111, 1111�11l11 . 4'TRIM(rYP.) is-o UTEI is+? WI6'H5EL ,_.41 111�11111�1111■1111111111�11111ir11111�IIh. W16'HEEL CO SOFFIT MATERIAL ba AI �1`6'FASCIA rSEEBRACKET ,,�AII-II gi I i DETAIL \ Q A A Q )I Q Q N Q II II Q N A Q A Q h 4"TRIM SEE TREWS _ 2X3 SUB FASCIA t^ DETAIL , /J� H SEE CORNICE 1 FRAME DBAREA / I I I J 1 _ DETAIL (X�, HARDBOARD IA' SOFFIT MATERIAL i � '- EQUAL TO COLUMN / 8'ANLL TRIM - nummom ii 1 7FRIEZE BLOCKINGAS SOFfITMAtERW. (TOP,) b03 � = 1 CD6'TRIM REQUIRED u VIII VIII IIII' _ I r TRIM(1YP.) — = UMESTONE 0 7 TRIM OVER 4'TRIM APP,.IED �s VIII 11111 VIII VIII s ..._ ® .__ CAP(TVP.) NO 0 `I DORMER DETAIL STONE(TY6) b 11111 11111 11111 11111 11111 _ — — �~ re 0 1z e� e� a� a� a TAPERED COLUMN - 0*FIRST FLOOR - �' '7,----"..47 •aa O'FIRST FLOOR a. SCALE: 1/4"=1'(Y' VIII _ . IIIII� l VIII ;A STEPS VM" A ARCHITECTURAL DOOR(REFER TO 4'TRIM(TYP.) Ne I COMMUNITY SPECS FOR TYPE AND STYLE) b N. FRONT ELEVATION"A" V M 18' 11 t0" 121 5' / \ / 18' a- I I 4'TRIM OVER B TRIM • • N\ I. g O \ b if 13 A 0 LIMESTONE CAP i \ _ 2 ) L_______) /7/7/ A 1T / IO < is t4 B APPLIED STONE >• - _ 6' J(> 2" , w j� 0: i 784 ' TRELLIS DETAIL 12 2 Ce Z 0 SCALE: 3/4"=1'-0" 6p 0. Q Z ? 000 1a-O'PLATE QI v TYP.PLATE HEIGHTS W/8 HEEL ---- W 1aWITPHEEL ( ] NOMINAL ACTUAL ' 1 0 CI N—� f ) --- a. 8-0 PLATE 8-1 1/8 — 6 TRIM(TYP.) ( / r / / 9-0 PLATE 9-1 1/8 _ . —� TR \ 10-0 PLATE 10-1 1/8 — suRRouND(T P 0-O F.F. ----" ` — N 11-0 PLATE 11-11/8 — FR.DR. 1 - _ 2ND FLOOR PLATE HEIGHTS = SIDINGR M(TYP SOUTH FYPON (W/18"FLOOR SYSTEM) _ _ 7 10 BRACKET 19-0 PLATE 19$1/4 ■ 822-A OR E3 0'FIRST FLO R E Ly_I OR EQUAL 20-0 PLATE 20$1/4 4 - 0'FIRST FLOOR V CORNICE DTL. s 21-0 PLATE 21$1/4 SCALE: 1"=1-0" 0-0 F.F.=FINISH FLOOR STEPS VARY BAYER BRACKET DETAIL • SUBFLOOR I REAR ELEVATION PER GRADE MINNIAPOUS SCALE: 1"=1'-0" ` SL PAUL I A2 i S .L gmn 9VA r e ; ;z y L Z 0 v a i 4 P I ` J 3_r A ,12 112 1 IIy 4" Jl 2-712 J 312/`J I NA i 0 0 CV:a z ^30°i 85tis AQ q 9 m A G>;1 }S oi4 gg 4 O m K p b N CI ' 3-P m I— el00 ii 1012 \ - �— v N .. -p� iii I� v 1 m 1/4 z 11 1► IIIIIIIIIIIIIiii I'n 1 3-9 4 ' F 41„R'' i (.0...g z z S z 0 g c z 70 E I`1 t aN IIIIIIII�II� �i 't 0/ �� Ei dN p,o dN zjl \ 1612 F IV H L � Ill 17 1 A � Ii ,. g 4 a *S. DRAINING SCALE g 2 m i p �A ® 3W PA 11X171/g'=1-0" 22X341/4"=1-0" 13 in., '/vim ORONO PRESERVE No.: 1 4 ` ' e ©Weekley Homes L.P. 2017 co Z /4� The measurements,dimensions,and other r o 2839 GOLDENROD WAY 6011 David Weekley Homes specifications shown on this document am aa 0 C N C 3 guidelines for construction use only.The r ucture . 0 ORONO, MN : Block - - MM/PP/RG Scale:1/8"=1'-0" actual vary. This docuons ofthefiylahedstrelied may vary.This document may not be relied on ` y Ni) of ` 0009 Sect , `Date9/20/2017 Rev: , as a representation logon of what the completed .rvt structure will look like. 1 I-'— id-0"RT.HT. 101-Cr RT HT. OW/6 HEEL W,s HEEL 0 -oq RI te. 8.12 TRUSS 't c y v /12), 77 Q 4i a El K14 I & �� f 10-01RT.HT. ;� t k 16", W/6'HMI, m x El —I I $ ,', a 812 TRUSS I iii f4 F I m nI 2 ifr IIFia r. .-s III y I I O ii r Z - 6:12 TRUSS �` E , , „ I , gi Z°i I • "1. 4:12 TRUSS 5 ; A 11 4 -0 F A g ° 1 • • 8 z i I _ u L -Ir`,.. I 1 d1T RT.HT Lt-tr MW/6'FEEL 8 D L mm17 z r 0 > I- 0 CC 0 z N s 0 z r m F, O DRAWING SCA.E It 0 VfW.n�RJ�TM'Yi r - 11X171/8"=1'-0" N § 22X341/4"=1-0' t 'y ORONO PRESERVE moi•Na: I ` ' ` ©Weekley Homes L.P. 2017 y z 00 6011 Lot 4 David Weekley Homes The measurements,dimensions,and other -'i $° TI IV o 2839 GOLDENROD WAY specifications shown on this document are 'L -4 C 4 guidelines for construction use only.The r- N ORONO,I M N .lob No.: Block �7 MM/PP/RG Sallie!/8"=1'-0a� actual ry`mi°aaument the ays not bhed e don CO _' I t 0009 Sect I t�•9/20/201 7 Rev: I ss tature will loo nli of what a,e completed structure will look like. • 1 . S zmmR A ..._._, 2A0 0 c p v FR 9f _ limammanse•I Ism:9P� zit., a m / \ @42AF.F. t r I "17 ; / �1 - I l X0 i Ico it \'''' i 11`\ 0 I 2- GFI(.. 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S S9 v Weekley Homes CO Z �: 11" �o , 28309 GOLDENROD WAY 60111I�'ot 4 1 David Weekley Homes matOrements,dimensions,andott er specifications shown on this document aro moms Is. m p IV ORONO, MN Job Na: Block 3 MM/PP/RG n_ s •• actualsppeecmcations fuction inished ed:truuccture 0009 Scale:1/8 —1 -0 may vary.This document may not be relied on Sect `Dabe9/20/2017 Rev: , as a reprtureeseMao n of what completed nrt structure will look like. , (--- \\ J I _ b / 02 a 3 m fr GFl� \ � / --1 / \\ r� A l IN , N ra ea 6 _1 d r a w" I FURNACE I ---,----=-=rir ---_ t / 1 il ) +........ ..-''' --i-----D I/ -- 1....., t 2 o m -«v- °D 3 —t7 ® f)$ G 10 -<;.- -,••• e- I b ea5 �� C op C y �n�m p o g I g § i W I V g 1 52 i ".5 E ' rf r m 4 ,i SPS y P' g A f m o r. % a 3 g m 82 g 5 o� m o C) m m 92 Z v VI17 ZI n1 ORONO PRESERVE Lot 4 me measurements,dimekley nsions,andotherZ 2839 GOLDENROD WAY 6011 David Weekley Homes a 3> m N C 3 specifications guidelin s for construction iuse only.The 1- ,I„ , ORONO, MN Block MM/PP/RG may vactualary.specifications docu of thefinishot ed structuree relied leedn N > 0009 c.,,.� n,. �1/8 1 'V as a representation of what the completed �/ X9/20/201 7 Rev: structure will look like. .rvt I CABINET LAYOUT ARE FOR BIDDING PURPOSE ONLY.SEE MANUFACTURER LAYOUT FOR APPROPRIATE ISTALLATION. • mm m CABINET OPEN CABINET \ \ a E Z^." o • MOULD(TYP.) ABOVE MOULD TYP. OPEN ABOVE a € g W1530 W3912 W4830 W3612 W2730 ---.. 2730 _ e ;$:1 ----fir--Tr--ir--7 r---7----Tr=---1r----iTr--rir--�Tr--1r--Tr--,r--il �� � T r E t`o 45,..3 m 111 Hi Y u i ii Iii r it iii n III ii III n pH 4'-0 V C ig 2 W y'°Y_ '6"FILL-. .L Z IVATJ I r MICRO \ • A. \ OPEN TO 0 ��trae ggilVENT HOOD b HALLWAY $ W b OPEN TO DINING OPEN TO FAMILY 8 ~"°° e " OVFR3684 – - — b e • FILL BACKSPLASH PER FILL z° COMMUNITY COOKTOP 35"HIGH WALL co- CA• REFG. 35"HIGH WALL b DBL OVEN o• = I T–toE Q END y12 PANEL : II ' B48 B36 B45 I \ DW S636 B24 \ \ \ — — c e- Ai KITCHEN ISLAND TYP.ARCH AT 10-0 CLG cu 0 0 N it N_ LIGHT J.IGHT �IGHT A CI a M LIGHT LIGHT �� 72"WIDE MIRROR HT. OVAL M PER COMM. 60"X36" MIRROR 4"SPLASH MIRROR 4"SPLASH I I • o —___ 1 1 VS33 VD18 VS33 ^FILL VS33 VS33 OWNER'S BATH BATH 2 PWDR >. > 'S CL in OPEN ABOVE CABINET 6 O i MOULD(TYP.) L Z O OPT.(2)W2430 n- LU Z „gII _� _= FIREPLACE MANTLE& 0 0 0 SURROUND PER o z 0 ce �, COMMUNITY w 0 O O 12” / 2'-0" / 5'-0" , 5 c, 0, . 12"SHELF SHELF LAMINATE O M SEE COUNTERTOP COUNTERTOP \ co DTL. COUNTERTOP I�( inin b \ '!'"'"" , r I II I - 2x4 BRACING c%) I ♦ 0 ? WASHER DRYER o • 2x4 CLEAT _ SOUTH R OFASTENED z,-) mCHOTEN 7822-A OR N N TO STUDS N INT-1 SB27 UTILITY COUNTERTOP DETAIL BAYER L SCALE: 112°"1'-0" FIREPLACE AT FAMILY MINNIAPULIS N ST.PAUL e CO / 9'-0" / n 20" , 4'-4" / 1712' 1812" 3C Cn cni m �— . ` x m -c-c, M N X < 112' 2. v 4 112' 112' 212- i z ilk 1- r- c c Cn Cn 2 2 G'/ 14" it, 4'-212' / 3-112' , 1912' 1 f -\ \ \ i 12' i --� mac-+ � J m -lqe� -n p o O 1 --1 1 rm- < �_ --1 \ I o � 1 O (-1 i.,= Z m D o \ \ A 112' 112' \ - _) n 17" Al, 4'-212" 1 12�/' 160 16" r X212' X112' / 5-0" 1 12'--/ / DCA * _. Cn � Xj_ x 02mDz 00 Omm Oma, mW -; O m1- 2 X ' p = CO m = � A Z c x i m 1=jlY —I —I DD _ICA — m — - xi1:1W � Z0C > C73 T0 Cn A PD � � � C/) Z � xi - v0 20mm a c7 m M I– m y co O z 0 p -Oi O O Qo Z Cl, g-0" ¶1z1. 10'-0" i t _. . ---,, > ,:.,,, _.a w v2 A '. T 2 0 I_ c tZr , :: L: ; r—' s y z '— ORONO PRESERVE "°: �, 4 • • David WeekleyHomes measurements,dime s,ando r Z > Z N 2839 GOLDENROD WAY 6011 IV� 3 specifications shown on this document are N� ORONO MN Job No: Block guidelines construction use i only.dThe r(_ f MM/PP/RG s�le;l/4"=1 s-Oss may va specifications.. s ocmenm may not reliedon `y 0009 as a representation of what the completed CAC II , •Qa 9/20/2017 Rei/ , structure will look like. .M 1CERTIFICATE OF SURVEY F R. IOC° 0 OSCI LEGAL DESCRIPTION PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES LOT 4,BLOCK 3,ORONO PRESERVE,HENNEPIN FIRST FLOOR =10343 12800 Whitewater Drive COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.5 GARAGE FLOOR =1032.2 Suite 20 LOT AREA: BASEMENT FLOOR = 1023.8 LOWEST POSSIBLE FLOOR = 1023.8 LOT AREA=12,374 SQ.FT.OR 0.284 ACRES REAR =1032.0 Minnetonka MN 55343 IMPERVIOUS AREA=2,826 SQ.FT.(22.8%) HIGHEST PROPOSED GRADE =1034.0 BUILDING FOOTPRINT AREA =2,059 SQ.FT. DRIVEWAY =610 SQ.FT. DAVID WEEKLEY HOMES PLAN: PORCH =113 SQ.FT. SIDEWALK =28 SQ.FT. "BAYER" REAR CONC.PAD =16 SQ.FT. 9 FT-FULL BASEMENT- . BENCHMARKS: (ELEV.1) PLAN#7822-A , ; 10128.70; NOTES: LEGEND: TNH LOCATED ALONG THE NORTHWEST LINE PLAN DATE:REV.09/20/17 1 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 934,0 EXISTING ELEVATION OF LOT 8,BLOCK 1,ORONO PRESERVE, HAVING AN ELEVATION OF 1029.34 FEET NAVD \0�2 L *, GRADING PLAN DATED JULY 7,2016. 934.0 PROPOSED ELEVATION ADDRESS: � 2. BEARINGS ARE ASSUMED PER PLAT o Q �� DIRECTION OF DRAINAGE r' ro 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST 2839 GOLDENROD WAY Q N 0 I FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP ORONO,MINNESOTA X o ,. X'1027.9`) X02' •d LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE o tl.- 7 ! �.Q i ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW of o I 1 N LFE LOWEST POSSIBLE FLOOR CITY OF ORONO X I /IRON / o y� TC TOP OF CURB SITE PLAN GRADING PLAN ; N 029.3 "b. X ,til 1 IRON MONUMENT FOUND ❑ APPROVED 111������ \;\ N ,// I , E❑ ELECTRIC BOX opt . •PROVED WITH REVISIONS 028.99- X06 �_ \\\' o TELEPHONE BOX ❑ DISAPPROVED ''aa,, �,y.� Zg(��� ,�' _ `\o _ - -I- X� X i/ X LEGEND © CABLE TV BOX BY Mani ry ITIS \��� PCS N \ 1 a / Jq =��0 \\ I EXISTING TREE/WOODLAND BOUNDARY 0 SET CAP IRON MONUMENT 18425 DATE 2'5 .` PGS -CO \,1 X 1 w 11� TREEp �p\C� wN� 1028.84 w f� PROTECTION LIMITS p WATER VALVE In o .O ---cj ,0.55„,, GRE55 i N X Q� WE\� \�E-� \ S', w SIGNIFICANT CONIFEROUS TREE TO REMAIN 0 STORM MANHOLE �\ 23 3 cd ` © SANITARY MANHOLE N 7;' , - �0 \0 GRE55 N _ SIGNIFICANT DECIDUOUS TREE TO REMAIN 0.29.32 628 SFE \WE��112 X r a n -102g•27 i \ o (P) PROPOSED ELEVATION o•\ '1028-1• \ o `. I ai r SIGNIFICANT CONIFEROUS TREE TO BE REMOVED N 7::--"--- `\ o o \ 0,--' �j�R„` \\ Ovs� ' `` --4'x4' LI o = SIGNIFICANT DECIDUOUS TREE TO BE REMOVED PROPOSED CONTOURS i V�,v`-� �SEp S�MEN� coN c. �A Z X o �; X m o m 0 0 o r,2 OP eP , .a 0) 0 EXISTING TREE N Te 1 p 2? \� pR f o i ADDITIONAL SIGNIFICANT TREES'-OFFSITE -10,2,,,9,:§2=A; , 0 ,.5t`. PROP P� oo \0'J \ �9F� 00.- E. •BPYfg�a f N \ I X Q32.88 ! Z :• �R\�E rn \ �!• w N I I WETLAND MONUMENT o 1029.80-� •Q h 1030.07 A3 38 %° 1028.79 X of 1 I �j� c...--f-,----- 029.74 \\�1 0 S o / City of Orono PADMnning&Zoning Plan _ ON® COPLDING 1028.91 QRM \ \ .1028.80 \a, I / Site Plan Review Date:__ o II M ZU / \ \ o O. / i ,..t., �j II CS= 9 a 4' SIDE- v v ° = V032 ® ,/ L PROVED 1030... 5°E0 WALK 2-\ \ A \ I / PPROVED\MTH R /ISI©NS( notes) M _O29.IS- - N PN\\\l_-- L1028.89 zY\ 0 I , / o u DENIED FEBLD I .• 1 102'.78 N,_ \ ov\a 4 N U O 1031.26 x N l \- -- 5' J m \ aj IS3 9.8 0 \\\ - BUILDING g m t-- \ ` � Revlal6n Nate2/2/18:added 3rd egress well to survey. C` '}"t6# ` X N /- g0 \ ORgIN SETS N N \ I o r� Revision Note 2/5/18:added 4th egress well to survey. r / - 'L9 - Tile�, Q� AGE & UTI o.,- b \ a in David WeekleyJob#: Date Staked: i r X\0 Qa LI TY Eq S .. u1 \ M I hereby cenrty that this plan,specification or report was prepared by 0 TC 1029.61 i% -,-co 1029.29 "'f�C AENT- -._._ \ o ro o N N/A 01/06/17 me or under my direct supervision end that lamaduy Licensed m 0 co ^1 p -__ _ X 0 - cd Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. NOP 0 Alliant Job# Checked By: g 1029.70. x No 08 36 154 110 _`Q \ � - X ; X X �Z DENNIS B.OLMSTEAD r X C. 4g T IRON \ X 214-0157-0403 DBO Pnnt Name % 15'• Q� Field Crew: 1031.5 Lo, 103175 k�� 028.64X a-- O 'O2040 DrawnBy: SgnatueJANUARY 16,2017 18425 H. P T. I• N _-. 103 ,�' N KJ,EL PLF Date License Number j 0.0 ' EOF ro2s.14co X I 1 co X ORONO PRESERVE 233 P Engineering, Inc. ti i033.71X m 233 Park Ave S. Ste 300 0 0 o ORONO, MINNESOTA Minneapolis, MN 55415 SCALE IN FEET `` 612.758.3080 MAIN a LOT 4, BLOCK 3 u'h� 612.758.3099 FAX 2- "3q Ci of a 31 rod 'O1 www.alliant-inc.corn o o SHEET 1 OF 2 20 i•r. ©COOI N.N•604 1-1-cu q siL, CERTIFICATE OF SURVEY FOR: Down co LEGAL DESCRIPTION PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES LOT 4,BLOCK 3,ORONO PRESERVE,HENNEPIN FIRST FLOOR = 1034.3 12800 Whitewater Drive COUNTY,MINNESOTA. TOP OF FOUNDATION = 1032.5 GARAGE FLOOR =1032.2 / LOT AREA: BASEMENT FLOOR = 1023.8 Suite 20 LOWEST POSSIBLE FLOOR = 1023.8 LOT AREA= 12,374 SQ.FT.OR 0.284 ACRES REAR = 1032.0 Minnetonka MN 55343 IMPERVIOUS AREA=2,826 SQ.FT.(22.8%) HIGHEST PROPOSED GRADE =1034.0 f BUILDING FOOTPRINT AREA =2,059 SQ.FT. DRIVEWAY =610 SQ.FT. PORCH =113 SQ.FT. DAVID WEEKLEY HOMES PLAN: SIDEWALK =28 SQ.FT. "BAYER" REAR CONC.PAD = 16 SQ.FT. g FT-FULL BASEMENT- BENCHMARKS: (ELEV.1) NOTES: LEGEND: • TNH LOCATED ALONG THE NORTHWEST LINE PLAN#7822-A OF LOT 8,BLOCK 1,ORONO PRESERVE, PLAN DATE:REV.09/20/17 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. .34.0 EXISTING ELEVATION HAVING AN ELEVATION OF 1029.34 FEET NAVD \01)3. GRADING PLAN DATED JULY 7,2016. 934.0 PROPOSED ELEVATION 29. 2. BEARINGS ARE ASSUMED PER PLAT ADDRESS: ------- DIRECTION OF DRAINAGE 2839 GOLDENROD WAY 9 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST ORONO,MINNESOTA 1/ �� FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP X02 Q3• LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW \''.�` LFE LOWEST POSSIBLE FLOOR Sc TC TOP OF CURB \^ b56 Qc�' • IRON MONUMENT FOUND ��,w\ I� ' EE ELECTRIC BOX 2 O6 �1�, S 0 TELEPHONE BOX �2go Qs� - - - - - - - - - � � � LEGEND © CABLE TV BOX 'PGS \ i EXISTING TREE/WOODLAND BOUNDARY 0 SET CAP IRON MONUMENT 18425 5 X ���\�O\aG 1 M TREE PROTECTION LIMITS g WATER VALVE S,` 5 EGRE554 GRE55 P� Q �E0 # 1WE��# SIGNIFICANT CONIFEROUS TREE TO REMAIN 0 STORM MANHOLE ? �\ '001 \023 8 Ess SIGNIFICANT DECIDUOUS TREE TO REMAIN O SANITARY MANHOLE Ek ci ```•Ai 0 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED (P) PROPOSED ELEVATION w QST 32 5 G� SE O 4x4 - PROPOSED CONTOURS \0 GP 9 � \ SAO NO�EN(� C ON C. A D4 o co SIGNIFICANT DECIDUOUS TREE TO BE REMOVED O ® �2 OPO et, I EXISTING TREE b --(."- '5 �5 OP��O \032.2 F��ep�\+ �m \ . . I ADDITIONAL SIGNIFICANT TREES OFFSITE- N 1111, • -' oR� E, Z WETLAND MONUMENT o O %p X I0 ( n OO 4-5:53- 6 \023 8 • o R BUILDING PAD 2 Cg I ,•sF PRE■ PRE-SILT FENCE % "i"\ C4�� oOtel � a s I. r,PST POST-SILT FENCE 0o \) '3 li z Yl. OPS I M �/ o C).< 4' SIDE--/ o \0 2,5 0 r, BIO LOG o O WALK 0 mw FEB t) "' �S N p(-) U O • Q O) 1 S d �S S' BUILDINr; SET m m I Revision Note 2/2/18:added 3rd egress well to survey. ; OI Sd K _ Revision Note 2/5/18:added 4th egress well to survey. U — David WeekleyJob#: Date Staked �SI hereby certify that this plan,specification or report was prepared by a.: _ _ cf N/A 01/06/17 me or under my direct supervision and that I am a duly Licensed m Nof� Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. r v GG 1 — �S Alliant Job# Checked By: o�6 54 lsd �z DENNIS B.OLMSTEAD E 5 t.�� JS 214-0157-0403 DBO Print Name 600/f O I. me lsd Field Crew: JANUARY 16,2017 16425 5 1....?y0\CCA...." 31.S Drawn By: Signatu e H. P T. 1030. • 0 10 20 40 KJ,EL PLF Date License Number j EOFIMMMIIMI Alliant Engineering, Inc. ORONO PRESERVE 233 Park Ave S. Ste 300 E EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 c SCALE IN FEET 612.758.3080 MAIN ORONO, MINNESOTA 612.758.3099 FAX LOT 1, BLOCK 2 www.alliant–inc.com o 0 SHEET 2 OF 2 • 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. 2131K- ec1o9 Issued to: David Weeklev Homes Permit No: 18-018 Location: 2839 Goldenrod Way, Orono Purpose: Erosion Control — Single Family Home Date of Issuance: 2/09/2018 Date of Expiration: 2/09/2019 By Order of the Board of Managers !I'far Elizabeth owa er 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 January 18th, 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 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 . R • WJ9C Z-itCZ '91 u1 6^F[On\atn,Wua3 113-Vajnc\,Gtos0YWZ\yx MLLIISU 6,44 g Ir y�y� § g i (Pi ttlzoi 9 I- 1 § gltilli 'glig ! I k• 1:iirii ,::, g ' lgir, t,-, Agh ! ! ',-* 1 li Ili " Qd0 C ) t. 8 ,, y III ' W'- ,,,coLu u e p2 7 . . 1 WhyN 1 I I li ti a a ES Z�go i 1 0 og lil it g i I ire W O t x� W Z iz Z' l� g ;1 wO � �s� W z , Z _ einWi • 1.0 (n Z • 9S'921 M ZO,II068N LL �I • r 53 ate. . % -- CO—Pg-- ---- CZ o ai na 09 Wx � • Zoo ‘....) A , Y t.,,. X �% 11_ R'R RRe Q" ‘e * IC) ounnpm � W -Ca bi co `t, 45 �t� moi' " W r "t%1 k- t Z W ' 1 2 1 cz o L. g \ Q.2 gg81 a g tgs QV IR .8g o ��` :3 G\0 , t B'l'` x3;:.. 5. ,N,,,,,,,., g i x__22 n i t.,. 'o = N111o�Yoii 1:. 2 1 1 6 og �a gF a4 Y 040\ cp69_-- =8 1-—6e ki 81 ,4a3ga , ,i �,d10° z i1I2 gs , X4 DATE TIME / CITY OF ORONO CALLED IN jjj��� INSPECTION NOTICE SCHEDULED / l ' ori NO. - – " ' ����-��poMPLETED ADDRESS OWNER n T PHON O. CONTRACTOR ��` ' -V711/_//_) DESCRIPTION //, t' �` W�'(yi LU ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION ' 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 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 y COMMENTS: cc Lai ,per c ,qzJ( ,45&t,. al/ S ..a1 fry cc • pia or -F;,'' C o knit.rg. J spin •�,..o�:�-�— CC) 07ff,9u:de .6roCt praitxtlio et W CC `til%WORKSATISFACTORY:PROCEED 0 PROJECT COMPLETE 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT 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 ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 6I# ' X White Copyllnspector's File Canary Copy/Site Notice m7DA / TIME CITY OF ORONO CALLED IN 1 _ INSPECTION NOTICF SCHEDULED fT /iJ (JU PERMIT NO. -_ / U- --%-% COMPLETED ADDRESS , (:---6// �i/ U� (.�/ . .. OWNER T/ELEPH0�NE N0�'/ )�3(a 3J) CONTRACTOR \.)7/f/14 /r r it/%/i—/'1 / / , / • DESCRIPTION / / J 7 ` ly FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q 0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ 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 2 OWNERICONTRACTOR TO MEET YOU: YES NO cl• COMMENTS: ' _ . _ A Q. CC CC 5o'&.5 & oK et/ 17fv✓1=7- vec.--<e--v'e.., 2, 0 4. 4.1 cc 4 W ___ _::.4)'. Yo be r�n.� rebct� EyesZ0 (ii- APC''' W JJ - 0iU jeose.a-4,— 4v by✓pst to rxr a ocAsel aAt o 4-466-, 'est+ sr�� d•, f LU RK SATISFACTORY:PROCEE( py_#fit LIPROJECT COMPLETE W 0 CORRECT WORK&PROCEED evcassem_e0,4&.,,,,dieSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION 4.1-055 -re-4-0,0-TEMPORARY ✓ BEFORE COVERING .e,44e,� 5.,,,i)& O1- f C /) P�ERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTTOSTAKI 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. �p,fr White Copyllnspector's File Canary Copy/SIte Notice BRAUN Page / of i cmt-dson 13/14 I NTE RTEC The Science You Build On. Daily Soil Observation Notes Project No.: Date: o` . c - 4� Report No.: Project Name:or�,S C- 07,---/e-, e-;. _ e ,, L °- ij Project Location: `-''i-7.)/,, Project L. f k'• t -.-z_ Client: /..---), .- r z �.( Temp/Weather: r < rJ Project Manager: `t .--�j: . Time Arrived: Departed: Soil Observation Areas Observed: ❑ Building Pad 0 House Pad 0 Roadway 0 Pkng/walks (23 Booting ❑ Proof Roll ❑ Other(describe) Soil report available? ❑ Yes ❑ No Report reviewed? Q Yes ❑ No Report prepared by:.: Get copy Benchmark: Benchmark elevation : /��,... ? Benchmark provided by: , Finish floor elevation : �o. 3,,,) t Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? . s Specified compaction : A.,, Fill source: Oversizing appears adequate? 11 Q NA ❑ Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No Soils appear adequate for design loads? ❑ Yes ❑ No Proposed project bearing capacity(psf): Contractor notified of results? ❑ Yes ❑ No Name of person notified: Was a copy of this report left on site? ( Yes ❑ No If so,whom was it submitted to? 4 f I i ) { &= f' I'Ap 1 I l ` N I --, I 17 , I .I /_...'c.h.c,,,, A,.. L f t2. Pio j', j f t i^ 1 € I I r2oC.,1—, _—;_ s, —► , t � Notes/Comments: i /i'1,D � _n lamC_Z.._ ,: Wale bottom elevd-rrans, date excavated, oversizingg and type of bottom soils on ;ketch ,I Performed By: \ , _� '� 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. FOUNDA TION AS-BUILT FOR: LEGAL DESCRIPTION PROPOSED ELEVATIONS: DA VID VVEEKL E Y HOMES LOT 4,BLOCK 3,ORONO PRESERVE,HENNEPIN FIRSTFLOOR =1034.3 12800 Whitewater Drive, Suite 20 COUNTY,MINNESOTA. TOPOPOF FOUNDATION =1032.5 GARAGE FLOOR =1023.8 Minnetonka MN 55343 LOT AREA; BASEMENT FLOOR =1023.8 LOWEST POSSIBLE FLOOR =1023.8 LOT AREA=12,374 SQ.FT.OR 0.284 ACRES REAR =1032.0 IMPERVIOUS AREA=2,826 SQ.FT.(22.8%) HIGHEST PROPOSED GRADE =1034.0 BUILDING FOOTPRINT AREA =2,059 SQ.FT. DRIVEWAY =610 SQ.FT. DAVID WEEKLEY HOMES PLAN: PORCH = 113 SQ.FT. SIDEWALK =28 SQ.FT. "BAYER" REAR CONC.PAD = 16 SQ.FT. 9 FT-FULL BASEMENT- BENCHMARKS: PELAN#7822_A NOTES: LEGEND: TNH LOCATED ALONG THE NORTHWEST LINE PLAN DATE:REV.09/20/17 • OF LOT 8,BLOCK 1,ORONO PRESERVE, 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 934.0 EXISTING ELEVATION HAVING VAN ELEVATION OF 1029.34 FEET NAVD 0.5`Z� GRADING PLAN DATED JULY 7,2016. 934.0 PROPOSED ELEVATION ADDRESS: / 2. BEARINGS ARE ASSUMED PER PLAT __ DIRECTION OF DRAINAGE 2839 GOLDENROD WAY 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST 2839 MINNESOTA 0 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND CS CURB STOP \0 0• LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. EOF EMERGENCY OVERFLOW LFE LOWEST POSSIBLE FLOOR TC TOP OF CURB Q \�v' IRON MONUMENT FOUND 2 AA / EELECTRIC BOX 06T❑ TELEPHONE BOX �g 0 5��\�- \\s, — — — — — -- 4 ; LEGEND © CABLE TV BOX F y. o� I (0 E �� tBPG� \ Irn v\V G SF- X 1 1 LLC EXISTING TREE/WOODLAND BOUNDARY 0 SET CAP IRON MONUMENT 18425 N RpJ�PG gvv\��� s •� oo w M TREE PROTECTION LIMITS g WATER VALVE Q� O NES 5#4 lE RES#3 .,:c SIGNIFICANT CONIFEROUS TREE TO REMAIN 0 STORM MANHOLE CV ?' ,J e� \023 8 W SIGNIFICANT DECIDUOUS TREE TO REMAIN OO SANITARY MANHOLE o 62. SFE a N rn 1032.50 (P) PROPOSED ELEVATION r jM) \ o```. I a1 2 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED 5 4- \\ c�E n --4'x4' w = 3 �n52-pPR � �0 Nc -i— C0NC. RA Z o SIGNIFICANT DECIDUOUS TREE TO BE REMOVED (M) MEASURE TOP OF m O A oP SO `,155 2 - P�pPp gPs� sGREs#2 • FOUNDATION ELEVATION O 032• FVL WE`D I o ADDITIONAL SIGNIFICANT TREES OFFSITE- PROPOSED CONTOURS n1 /`� o�o� ,� 5 P R JET �9� eP "�" • • Z o Lid 00. Iii..).) Gj\o E.G-5#\ X o EXISTING TREE N �-�' \\�� o0 25 0 % Zr SAN= 1 I I WETLAND MONUMENT m (-L 0. c0 b� `'>-� - 1018.75(P) \ gF I Q 3 "� N r� wQ OO 350 55. I BUILDING PAD a ��� o I I / 11 t• If; d Q o 0 5 0 0 Y_ II CS= m 4' SIDE-1 \O�j2 j / o m r WALK hi e I 1.8 'o CO -cosi ' \-1032.50(M) , cs I // ° 5 ICO IN \_ BUILDING SETBACK I 03 w ( T „` QN -ORAIN4C EA SEM I y (hereby certify that this plan,specification or report wes prepared by V E & UTILITY I David Weekle Job#: Date Staked. > vi "��ENT- - I N/A 03/02/18 me or under my direct supervision and that/am a duly Licensed NO O 6 I �__ I Professional Land Surveyor under Minnesota statutes 326.02 to 326.76. U 3 5 Aliiant Job# Checked By: 0 �f, DENNIS B.OLMSTEAD o 4 �E X51•49 X �^ 274-0157-0403 DBO Print Name / /�. a 1031. Field Crew: MARCH 02,2018 / 18425 / S Drawn By: Signature a H. Pr' 1030CE PLF.0 • 10 20 40 Date License Number j EOF ORONO PRESERVE Alliant Engineering, Inc. 233 Park Ave S, Ste 300 ORONO, MINNESOTA Minneapolis, MN 55415 g SCALE IN FEET A 612.758.3080 MAIN LOT 4, BLOCK 3 612.758.3099 FAX 2�3q (�hlt�.Q.l'1itd wad www.alliant-inc.com o o V _c�(!"1 1 ,t i1 GV- ,1 a-Bt ( ll" SHEET OF 2 21)1- -4_,_ ;------ c6)--- J DATE TIME CITY OF ORONO CALLED IN Z INSPECTION N TIC SCHEDULED Z L S� y ;.� PERMIT NO. cQ/ x©Dt;d'-J('d1t' rod COMPLETED / ADDRESS ;3S 39 v(/ , OWNER ELEPHONE NO�� ��' �_ O 2' CONTRALTO• A , JJSS _ ,e ,.; DESCRIPTION qz' 1/ " ' —6. -- 't(/ /1/ W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Li. 0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING co) `FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL 0 LATHE 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 2▪ OWNER/CONTRA OR TO MEET YOU:_YES NO to W G��V COMMENTS � vv� C 4 .1914.1.Q�f � -/��Z- V� Q. FOU440944.1;"1 MI elieireete34-i• )Ag5 .4 l' -- CC (-A b''fe W)' Ajrie. - ok 0 W - f?oJC oe rt f/ Q r'o r/i�pi•f " 12 . L .Lu /114t-A'4'r/N eirsor5�•••• cif,rW✓OG cc e-A rovA 0. Ce l a IQ RW ATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: j_ Inspector. C____. // /y Wh to Copy/Inspector's File Canary Copy/Site Notice „\.7 / DATE TIME V �CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 1-/—,�5---13” _—/," 1- PERMIT NO.a© - �OOCO C%MRLETED ADDRESS 3 �t e0 TIa7 �� /gip OWNER � TELEPHONEiNO. e lv� �(U �2 CONTRACTOR I,l, /L g P o I !L DESCRIPTION /—f 1//Z9- W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL LL. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q XRAMING 0 MECHANICAL FINAL ❑ RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 141 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL J ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: 5724, Al- 1-/- a�-1 CC W CIX _ O i t(A5 S '��'.f.G s.0;36 K N. CC /Ti( et U. © Or-44-4.1r)p ait 5eJ-I 2 a /Of .Fcii., e roi et9 W OK Ga[, a W Z W CC d W ❑'WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspecto . A' Or White Copyllnspector's File Canary Copy/Site Notice '' ,. \ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 41..-2..)-/7 C! ;0-0 PERMIT NO..g 0,1 ir-o0Oln 7 COMP ED (\ ADDRESS �'' 7 0 V►'2�L'� I,/ la- OWNERTE PHONE NO.0 �o� CONTRACTOR �� sC,Yik �a y , DESCRIPTION ...-A--/'I , W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL c ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 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 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 J ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO cam.) COMMENTS: a Se-a/a Pct/ 4'; f L rri,s f j' i i Is, .n j O �,.i h rte.,r L.;Li; h ,I�Da++� C.✓i h d,0 L-).> cz07-Fr..1:,J6L,lc 1-.-5- Lq r'eSI o Lk/ i4JO(Al d c. J'r L.,; ndOt.) QM fc, l�"/vt-Ic h ihl dub+ aT L,fecD Ws ,jgd.. $T LJ9i/ 'D 'a, L i ...->< pc�'i,.J .A,,,- draJi-$1-2p bs,l..,,�1- S4 -[4* � CC 0 4;rc iv./. c.)c 4-to szt- 5-4 .51.-sil O W CI WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ttW 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY f:::)) O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 OwnerlContractoren.Site: Inspector. J 4 So J-'► 2 White Copyllnspector's File Canary Copy/Site Notice