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4929 Avery Ct
E et f 7 4 'o-(ag/ 7 Plr�3y�,- zoe-dd IiEI7iaa /"- AGAN g4740/.7-2-- 3830 PILOT KNOB ROAD I EAGAN, MI) 5122-1810 (651) 675-5675 I FAX: (651) 675-5694 ' J U V ,( I) 2021 buildinainspections.cityofeagan.com r For Office Use Permit #: /7:44>12 Permit Fee: _ ; 6/0/ 6 -' Date Received: // r Staff: 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-10-21 Site Address: 4929 Avery Court Unit #: 2 Resident!' Owner Name: Pulte Homes of MN Phone: 763-274-9345 Address /city /zip: 7500 Flying Cloud Drive, Eden Prairie, MN 55344 Applicant is: Owner ✓ Contractor Owner Email: curtis.johnson@pultegroup.com Description of work: New Residential Construction Construction Cost: 180,000 Multi -Family Building: (Yes X / No ) Company: Pulte Homes of MN Contact: Address: 7500 Flying Cloud Drive City: Eden Prairie State: MN Zip: 55344 Phone: License #: BC627723 Lead Certificate #: If the project is exempt from lead certification, please explain why: Email: ellie.rogers@pultegroup.com COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes ✓ No If yes, date and address of master plan: Licensed Plumber: Sabre Phone: (763) 473-2267 Mechanical Contractor: Sabre Sewer & Water Contractor: Ground Tech Phone: Phone: Fire Suppression Contractor: FSS Phone: (763) 473-2267 (651) 964-0006 651-775-3964 NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the CI to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeaqan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.00pherstateonecall.orq for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. )(Steve Brock x S ?t4 ci 9$.2--2-2-9-o7/( Applicant's Printed Name Applicant's Signature SUB TYPES Foundation _ Single Family Multi ✓ 01 of Plex WORK TYPES ✓ New Addition Alteration _ Replace DESCRIPTION Calculated Valuation Plan Review (25% ✓ 100% ) Census Code # of Units # of Buildings Type of Construction FOR OFFICE USE ONLY Site Address: 4929 Avery Ct Fireplace _ Garage Deck Lower Level Repair Fire Repair _ Water Damage _ Egress Window $209,368.56 101 5 1 Not Applicable REQUIRED INSPECTIONS ✓ Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation ✓ Foundation Before Backfill Permit #: 173420 _ Porch (3-Season) _ Miscellaneous _ Porch (4-Season) _ Accessory Building _ Porch (Screen/Gazebo/Pergola) Pool Roof: Ice & Water Final it Framing 30 Minutes ✓ 1 Hour / Fireplace: ✓ Rough In ✓ Air Test ✓ Final ✓ Insulation / Sheathing ✓ Sheetrock / Fire Walls / Braced Walls / Shower Pan 9� Reviewed By: 7.. �,� /E/�,.-7 Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows Solar IRC-3 Townhouse 2020 MSBC PD 2 2004 ✓ Meter Size: 3/4 Retaining Wall Move Building Demolish Building* *Demolition of entire building — give PCA handout to applicant MCES System SAC Units 1 City Water ✓ Booster Pump PRV ✓ Fire Suppression Required ✓ / Final / C.O. Required Final / No C.O. Required HVAC Service Test Gas Line Air Test Hood Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath ✓ Stone Lath _Brick _ EFIS Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control ✓ Fire Suppression: I Rough In I Final ✓ Erosion Control Other: , Building Inspector Stormwater Management Permit Required: RESIDENTIAL FEES Calculated Valuation $ 209,369.00 Base Fee Plan Review State Surcharge MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Read Other: 3/4" Meter $ 1,716.75 $ 429.19 $ 104.68 $ 2,485.00 $ 122.10 $ 1,592.90 $ 129.00 $ 989.60 $ 205.00 $ 300.00 Copies: TOTAL $ 8,074.22 Residential Permit Valuation Calculations Site Address: 4929 Avery Ct -- 1 of 5 Project Description: Lot 2, Block 7 Space Type 3-Season or 4-Season Porch Basement Basement Finish Addendum (prior to CO) asernent.Finis Bathroom Remodel Bonus Root Bonus Room Remodel Bonus Roor Crawl Space Deck Drain Tile ($135 set fee) Egress lllindow ($2 000 rr it). Front Stoop Garage (attached with footings) Garage (detached with floating slab) Kitchen - Re Lower Level Remodel M Room Addition Rot Screen Porch Screen Por. Solar Array (per valuation sport Court Townhouse nfinisthf Upper Level Unfinished Square Feet r.� 24 .0 2 Amount per Square Foot 60.00 76.00 $ 16.50 79.23 95.73 $ 20.00 20.00 35.100 8.00 15.00 . F NA NA 50.00 $ 40.41 30.00 50.00 000! NA 16.50 87.40 95.73: 35.00 $ Subtotal 1,200.00 6=. 25.64 Total $ 209,368.56 m L C.) O • Z ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑� ❑ ❑ ❑✓ ❑ ❑ 0 ❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lots 1,2,3,4,5 Block 7, Avery Pines 4921 DATE OF SURVEY: 10/18/21 LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ❑✓ 0 ❑ • Property corners ❑ 0 ❑✓ • Top of curb at the driveway and property line extensions ❑ ❑,r ❑ • Elevations of any existing adjacent homes ❑✓ 0 ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 0 ❑ • Waterways (pond, stream, etc.) ❑✓ ❑❑ ❑ ❑✓ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ Yes ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ No No Proposed • Garage floor • Basement floor • Lowest exposed elevation (walkout/window) • Property corners • Front and rear of home at the foundation • PRV Required PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS ❑✓ 0 ❑ • Lot lines/Bearings & dimensions ❑ ❑ ❑✓ • Right-of-way and street width (to back of curb) ❑✓ 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑✓ 0 ❑ • Show all easements of record and any City utilities within those easements El 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements: Reviewed By: Dave Westermayer Date 11/29/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 03-16-2021 4012g 4 ve4wt C i- - l.-0+ 2 , 12. 10 /-7-c-/c 0 0 Z943.7 9 PI ZNEERengineering, PA. e 3:1 Maxim'._, 'apes or E u. aini . all WI1 Ea Required *SITE UNDER CONSTRUCTION* All curb and X 942.3 N utilities shown are proposed X 942.4 943.46 Benchmark M co N 943.72 Benchmark X 943.2 C0 c0 <C C) - - 943.75 Benchmark D C0 X 943.8 943.75 Benchmark X 943.9 943.96 Benchmark 8 8 N N Be -njr 74‘ws. • • tw= 946.0 x 9 bw=(944.3) X 942.7 X 942.7 N89°47'03"E N 10.22 X 943.8 ct V � x 943.8 9.78 - 9a37--It k---=r ♦Y • r 5.00� 43.00 r/ --or iri,03 ....... � -p E 12.50 o f 4�0 a_3 o/ '� ' 03 6100 `° n 10.00 O O a a) / / '` 3'7 sh �-> LO 10.22 . 9°47'03"W 83.50/ ,6,� q 7R La 2 °"' 670 0 a>, I a Proposed ' Driveway A 4.00 I < I'o m j.O a Ot r7 2 Q ,�.* to�o 12.50 M /• I 10.22 I 6.00 S89°47'03"W IP. 0/�� /./ i a `I q 78_ X1943.9 x 9`3.�Jy_tj 10.00T :2 od o 6.00 , C• CO o 14.50 a, r' o - re) co 3 tf) ° a> 4.00 os o oL �--� 12.50 10.22 `� S89°47'03"W 83.50 6- gq X 4.1 D 43. 978� -.)-- o. 1 4.00 e, Ea j ac S„ 12.50 in �/ 7 E i p, 0 O p ..I, T M to 3 O 00 I a rn l[) N di °-> 10.22Q1i o0 S89°47'03W ! 83.50 .I . f- O 800 0C • 0� of o �, 45.3 posed ieway \ 440. �I n.t I .9 r D1 O \°° a I to.00 �a 12.50 P j • N- - -P� O r }}} 43.00 I 9.78 _.0° Drainage an• u'li y d- tw= 948.8 bw=(944.8) :Q44.& r N N N Vacant N N � N INSTALL PERIMETER CONTROL y � 83.50 -/ N x 943.1 l9 X 943.1 3,9 N 943.44 Benctytnark / x 942.7 7/ // // // "I, X 943.0 O 943.6 �f N 943.7 r 943.82 // -�� Ben�hrt�nrk X 943.0 943.7R II CO N N II I 943.6. I BenchiliarL x 04111\ S 1 • ,.\\ 44. �\ \ 943./9 \\ C Benchmark\\ '7 9 3.5 \ 11.1 \ f- in J \ 944.4 IL) r O Nits a-O+sa3.s OD N IDD° 488 943.5 0 943.80 Co4Y4.s043s Benchmark 943.78 BenchprC a3.` �`'L 43.2 South Bas'n Access,' S89°47'03"W Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. Wall will not be installed if the grade is 3:1 or less. X 944.2 83.50 • ■ X 000.00 000.00 ) ( General Notes: 1. Grading plan by Pioneer last dated 7-7-21 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. Denotes Denotes Denotes Denotes 4 w=(948.4)/ bw=(944.6) iron pipe service television box electric box Denotes telephone box Denotes existing elevation Denotes proposed elevation Denotes drainage flow direction Denotes spike • Denotes proposed retaining wall designed and built by others. r'c ti �0 •1\ tw=(944.8� •3 bw=(944.1 Lot 1 Lot area = 2407 SF House area = 1329 SF Porch area = 23 SF Sidewalk area = 49 SF Driveway area = 148 SF Patio area = 112 SF Total Impervious Area = 1661 SF Impervious Coverage = 69.0% Lot 2 Lot area = 2004 SF House area = 1336 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 179 SF Patio area = 112 SF Total Impervious Area = 1700 SF Impervious Coverage = 84.8 SF Lot 3 Lot area = 2004 SF House area = 1231 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 148 SF Patio area = 78 SF Total Impervious Area = 1530 SF Impervious Coverage = 76.3% Lot 4 Lot area = 2004 SF House area = 1336 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 179 SF Patio area = 112 SF Total Impervious Area = 1700 SF • Impervious Coverage = 84.8 SF Lot 5 Lot area = 2407 SF House area = 1224 SF Porch area = 23 SF Sidewalk area = 49 SF Driveway area = 209 SF Patio area = 76 SF Total Impervious Area = 1581 SF Impervious Coverage = 65.7% House elevations (Proposed) / As -built : (945.8) / Garage Slab Elev. ® Door :(945.3) / Top Of Foundation Elev. We hereby certify to Pulte Group that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 09/24/21. BY: Signed: /j('iopeer Engineering, P.A. Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com 20' Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-18-21 Stake house Lot 1,2,3,4,5, Block 7, AVERY PINES according to the recorded plat thereof Dakota County, Minnesota to Address: 4933, 4929, 4925, 4921, 4917 Avery Court, Eagan House Model: Bowman, Ashton, Ashton, Bowman, Ashton Ell Buyer: N/A Minnesota CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Mendota Heights, MN 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www pioneereng.co LProject # :121194002 Folder #: 8557 Drawn by: CWM Certificate of Survey for: Pulte Group 1 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA177353 Date Issued:06/27/2022 Permit Category:ePermit Site Address: 4929 Avery Ct Lot:2 Block: 7 Addition: Avery Pines PID:10-12350-07-020 Use: Description: Sub Type:Water Softener Work Type:New Description: Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Pulte Homes Of Minnesota Llc 7500 Flying Cloud Dr Ste 670 Eden Prairie MN 55344 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature