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4925 Avery Ct
gL /7z�/6- eL / Tr// 7- ?o9'77 io�o� EAGAN77 3830 PILOT KNOB ROAD I EAGAN, MPN91,1 8 (651) 675-5675 I FAX: (651) 675-5694 ''QQ U2/ Staff: buildinginsoectionsacityofeaoan.com /73 9 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-10-21 Site Address: 4925 Avery Court Unit #: 3 I - For Office Use �/ Permit #: / / q/ , g yoq-7 7 Date Received:// /e ' Permit Fee Resident/' Owner Type of Work Name: Pulte Homes of MN Phone: 763-274-9345 5 Address /city /zip: 700 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: 171,000 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 Email: ellie.rogers@pultegroup.com Lead Certificate #: If the project is exempt from lead certification, please explain why: 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: (763) 473-2267 (651) 964-0006 Fire Suppression Contractor: FSS Phone: 651-775-3964 NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they 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.citvofeagan.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 z.ec,‘ 952-L9-07/� Applicant's Printed Name Applicant's Signature FOR OFFICE USE ONLY _ 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 Site Address: 4925 Avery Ct SUB TYPES Foundation _ Fireplace _ Garage Deck Lower Level Repair _ Fire Repair _ Water Damage _ Egress Window $200,465.67 101 5 1 Not Applicable REQUIRED INSPECTIONS ✓ Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation I Foundation Before Backfill Roof: Ice & Water Final ✓ Framing 30 Minutes ✓ 1 Hour ✓ Fireplace: ✓ Rough In ✓ Air Test ✓ Final ✓ Insulation ✓ Sheathing ✓ Sheetrock ✓ Fire Walls ✓ Braced Walls ✓ Shower Pan Reviewed By: /l'(� Permit #: 173416 Porch (3-Season) _ Miscellaneous Porch (4-Season) _ Accessory Building Porch (Screen/Gazebo/Pergola) Pool _ Siding Reroof Windows Solar Occupancy Code Edition Zoning Stories Square Feet Length Width IRC-3 Townhouse 2020 MSBC PD 2 1911 _ 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 ✓ ✓ Meter Size: 3/4 ✓ 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 ✓ Final ✓ Erosion Control Stormwater Management Other: Permit Required: , Building Inspector RESIDENTIAL FEES Calculated Valuation $ 200,466.00 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 Copies: $ 1,662.75 $ 415.69 $ 100.23 $ 2,485.00 $ 122.10 $ 1,592.90 $ 129.00 $ 989.60 $ 205.00 $ 300.00 TOTAL $ 8,002.27 / 74'/‘ Residential Permit Valuation Calculations Site Address: 4925 Avery Ct --1 of 5 Project Description: Lot 3, Block 7 Space Type -3' son'Pi 4-Season Porch Basement Basement Finish Addendum (prior to CO) Basement Fir shed Bathroom Remodel Bonus Roam Fine hed Bonus Room Remodel Bonus Room U fi ish Crawl Space Deck Drain Tile ($135 set fee Egr Front Stoop Garage`( Garage (detached with floating slab henµRem de Lower Level Remodel tr Room Addition Rot Repair (p Screen Porch eei alu Solar Array (per valuation ;port t Townhouse Upper Level Unfinished Square Feet 24 Amount per Square Foot 0 76.00 6.50 79.23 95.73 $ 20.00 95.73 20.00 35.00 $ 8.00 $ 15.00 NA 50.00 40.41 30.00 20.00 20.00 $ 95.73 95.73 50.00 NA 16.50' $ 87.40 $ 95.73' , $; $ 35.00 $ Subtotal 1,200.00 4 Total $ 200,465.67 CO U O Z Q 0 ❑❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ 0 ❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ Yes No IEr PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lots 1,2,3,4,5 Block 7, Avery Pines 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 • Property corners • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) 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 0 • Lot lines/Bearings & dimensions O 0 D • 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 0 • Show all easements of record and any City utilities within those easements ❑✓ 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑✓ 0 0 • Retaining wall requirements: Reviewed By: Dave Westermayer Date 11/29/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 03-16-2021 IWg4 GI- - Lo- ' /7q/ (, All )=r 3:1 rvaim, •-,sort: ;j3 or F:::::a r ilt., . >: a Wit' Erect *SITE UNDER CONSTRUCTION* curb and utilities shown are proposed X 942.3 X 942.4 943.46 Benchmark co a0 (NI 943.72 Benchmark--\ X 943.2 (0 (0 0) X 943.8 943.75 Benchmark 943.75 Benchmark X 943.9 O O Z943.7 943.96 Benchmark- 8 N 8 tw= bw= e 946.0) 944.3 -S.74 X 9 ••� �• • x 94kN • tw= 948.8 bw=(944.8) X 942.7 X 942.7 N 89°47' 03"E N N N N Vacant N N X 943.0 83.50(94N\ 10.22 X 943.8 V O X 943.8 9.78 9437--4 Ik-- a I�I5.00f / 434 .0� u -a- Sri ,La o 12.50 _ .4- .. °'�0 N-5 c a3 w o/ ^ M o3 m 0 .:,3 a 10.00 O ✓T /�� /�' x 3.7 Q d % 9°47'03"W ,83 50/ 9 7R ,10.22 * 0 Driveway d 10o L.I,.6' m = Qioaoo »// 12.50M;//rI 10.2� 6.00 /S89°4703.,• a 9 78 X I943.9 l/ x �. y e' Moo od K. 6.00 - c ' o 14.50 I a' r' r) • 0 3 4.00 i,.� (n.Q c0 I / o v D-o -t-Lri co 12.50 10.22 cn `� S89°47'03"W 83.50 _ ) �(� x a.t 1:(A43. 9 78 �- a I PO __ 4.00 100.00 a) 5 O 3 12.50 O frid O'' i 1 fd00 p "/ 1- o /o rn 01 ao 10.22 ° I 0 /S89 47 03 W /83.50 /�.g,� / co 7 �0 0 / / 2. L a) o, 1-5.3 posed reway 1 \ \ 410 •° .l QC o(n ' r Cj T'� UI e •- o O V01 a 1o.00 0_ 12.50// N 43.00 ° 0 9.78 -> _ _ _- C 3 • d Drainage an u 'li y X 943.1 // // 7/ // 0 943.6 cbm// N 943.7 943.82 // / s� Betl�Itt�lPrk I. / X 943.1 943.44 -� B�e/n/c ark X942.7 943.71i`: o ca CO• X 943.0 co s// OIL N N II 943.61 I Bench arK, X04"41lI i • 1 944.4 \ \ �G 1\\\ f 3 . \ ` / 944.0 ?/\ \ \\ G /- Benchmarks\ A A x 943.5 w O e O 943.5 tO r N lri o '�Z4i 943.5 O O 943.80 Benchmark 2 ao N 943.78 Bend X.931 9 �3. CO4944.0 943.8 4'3\ „is4 tw= 944.8 bw=(944.1 South Bas.n L J 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 • 463 ■ 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. t• - _ 1 PIZNEERengineering, P.A. CIVRL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCtfrrCTS 2422 Enterprise Drive Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.pioneereng.com Project # :121194002'Folder #:8557 Drawn by: C WMM tw=(948.4) bw=(944.6) 7.**1 Denotes iron pipe Denotes service Denotes television box Denotes 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. House elevations N N � N INSTALL PERIMETER CONTROL Y 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% (Proposed) / As -built Top Of Foundation Elev. :(945.8) Garage Slab Elev. ® Door :(945.3) By Date l AGAN E' NG La: IE, 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. Signed: /yPio�leer En BY: Peter J. Hawkinson, �'rofessional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com ineering, P.A. Scale: 1" = 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 Address: 4933, 4929, 4925, 4921, 4917 Avery Court, Eagan, Minnesota House Model: Bowman, Ashton, Ashton, Bowman, Ashton Elevation: E Buyer: N/A Certificate of Survey for: Pulte Group L1 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering