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4917 Avery Ct
Sewer & Water Contractor: Ground Tech L I -3yog Ala©/, 4 o Pt 1 73 - ioo v 0 1476 / �3 y/O - /00 O 0 , •,,, „, E AG A N °/`"''''" .4e. 3830 PILOT KNOB ROAD I EAGAN, MN 55`122�-1810 '`�D (651) 675-5675 I FAX: (651) 675-5694 NO V 1 2021 buildinginspections(c�citvofeagan.cpm 5- /7 g/ 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-10-21 Site Address: 4917 Avery Court Unit #: 5 I - For Office Use Permit #: / / 3 'D Permit Fee: b i / U/ (Q(./ Date Received: Staff: Resident/ Owner Contractor Name: Pulte Homes of MN J 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: 169 000 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 Phone: (763) 473-2267 Phone: Fire Suppression Contractor: FSS Phone: 651-775-3964 (651) 964-0006 . a NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non- ublic if ou rovfde s eonic reasons that would ermit 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.citvofeaqan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.gooherstateonecall.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. x Steve Brock s a� 9S2--2Z9-07/( Applicant's Printed Name Applicant's Signature SUB TYPES Foundation _ Single Family Multi ✓ 01 of 5_ 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: 4917 Avery Ct Fireplace _ Garage Deck Lower Level _ Repair _ Fire Repair _ Water Damage Egress Window $199,12560 101 5 1 Not Applicable REQUIRED INSPECTIONS ✓ Footings (New Building) _ Footings (Deck) _ Footings (Addition) ✓ Foundation / Foundation Before Backfill Roof: Ice & Water Final ✓ Framing 30 Minutes ✓ 1 Hour Permit #: 173408 _ Porch (3-Season) _ Miscellaneous Porch (4-Season) _ Accessory Building Porch (Screen/Gazebo/Pergola) Pool ✓ Fireplace: ✓ Rough In ✓ Air Test ✓ Final ✓ Insulation ✓ Sheathing ✓ Sheetrock ✓ Fire Walls ✓ Braced Walls ✓ Shower Pan Reviewed By: Occupancy Code Edition Zoning Stories 2 Square Feet Length Width Siding Reroof Windows Solar IRC-3 Townhouse 2020 MSBC PD 1897 ✓ 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: ✓ Rough In ✓ Final ✓ Erosion Control Other: , Building Inspector Stormwater Management Permit Required: ✓ RESIDENTIAL FEES Calculated Valuation $ 199,125.00 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: $ 1,656.75 $ 414.19 $ 99.56 $ 2,485.00 $ 122.10 $ 1,592.90 $ 129.00 $ 989.60 $ 205.00 $ 300.00 TOTAL $ 7,994.10 /73yo� Residential Permit Valuation Calculations Site Address: 4917 Avery Ct --1 of 5 Project Description: Lot 5, Block 7 Space Type Season t�ort:ni 4-Season Porch Basement nfinishe Basement Finish Addendum (prior to CO) Basement Finis ed Bathroom Remodel Bonus,Ro Bonus Room Remodel Bonus: Crawl Space Deck` Drain Tile ($135 set fee Egress Front Stoop Gat`�j mist Garage (detached with floating slab) Kitchen, Lower Level Remodel Main Lev_ Room Addition at Re Screen Porch enAP Solar Array (per valuation Sport' ourt Townhouse upper Ie Upper Level Unfinished Square Feet 24 Subtotal 1,200.00 Amount per Square Foot 60.00vaIT 76.00 $ 79.23 $ 95.73 $ 20.00 $ 957 20.00 35.00 8.00 $ 15.01 NA 50.00 $ 30.00 $ 20�00 20.00 95.73 95.73 NA 50.00 30.00 NA Total $ 199,125.45 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 491 `7 m c V o z Q ❑✓ ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑❑ ❑✓ ❑ ❑✓ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ 0 ❑❑ ❑ 0 ❑ ❑✓ ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ Yes ❑❑✓ ❑ ❑0 ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ 0 ❑ No PROPERTY LEGAL: 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 0 • Lot lines/Bearings & dimensions ❑ 0 0 • Right-of-way and street width (to back of curb) El 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 ID ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures 0 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 1 � syo A,r� C�- Lo-E- 5 7 glo c- 7 11. // Slope3 e i.�a��: i! Witt / N N N *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed X 942.4 X 942.3 943.46 Benchmark M oo cd N 943.72 Benchmark X 943.2 <L clo X 943.8 J 943.75 F - Benchmark ID () 8 N 8 943.75 Benchmark-\ 943.96 Benchmark `T\ x 943.9 N 0 0 M943.7 N tw= bw= 946.0) 944.3 7 •4 '• • X 9 X 942.7 X 942.7 N89°47'03"E 10.22 X 943.8 o V u7 x 943.8 9.78 -943-.7--® k-----y-94K r 43.0�¢ 5.00� ---1 / r---/ -� ,CO�12.50 TI-6 a �N Arro N / o T 0 . a m 1 00 O6100 v _/� L 3'7 / N> o /9°47,03 W 83.50/ „ q 78 .10.22 2 t, ,--/A.00� a'67)0 Io o/ a)o O-F o / l- s_ Proposed Driveway A y 10400 / .,12.50 _ f 6.00 44;,0 00, 0 j 9 78_ 10.22 /S89°47'03"W I943.9 X 3.6(�� r X mooo . cd o6.00 / II 1 4.5 N ' ' 01 r -o T M cn 3 v- 4.00 0 �- nr) (n.Q / 0) L. c v cLo -�- in ` 12.50 ri ` 10.22 0) `� �` 83.50 • . . ,,• _ ((�1S(89°47'03"W Yc'943. x 4.1 co 5 9 78 I10o.00 I a 4.00 M 12.50 0 1 pt T ° 3 0 ' M) to ° id o .* �h 600 o C7 �� { /o ai '- o_o 10.2201 0 S89°47'03"W „A /83.50 �. 2 Utz /8 +_ r-,^ � ci 8�0 �h � Q)c p o p' r ai �. 7,/vT M �3 n a> \ t \ 410 1 aI o x 6-. L_ /- 0, 0, ° L. ao a. \ ° 10.00 r as A 12.50 1.rj / N 1 T -N 43.00____ oa- 9.78 _=-3�94&�=A G 3 Drainage an u •'li y ,h tw= 948.6 bw=(944.8) • 913. 944.4 0417 N N N N Vacant N N N N INST ALL CONTROL N N / N 1 t . /x 943.0 0. 83.50 / 3 l9 X 943.1 X 943.1 / 4 `3J \ 943.44 //Z Benclyrark / �.7 /// / // // 0 943.6� N 943.7 N 943.82 // �- Beiu..hIy1Ark X 943.0 I/ 943.7R C el eco N cy 11I I 943.611 Benchwar�L X Q4'S i' I 11 ��r,•11� ^ 44.0� ' #\\ 943./9 �\ ir Benchmark\\ �► X 943.5 \ W\\ 0 N ai N � O 943.5 1n O 4 943.5 0 943.80 Benchmark 943.78 Benchprer` O \ \\ CO 0„944.0 943.8 • 3 < 944.3 d♦ South Bas'n Access /I 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 • ■ l] 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. rPIZNEERengineering, P.A11 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCM -PETS 2422 Enterprise Drive Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.pioneereng.com Oroject # :121194002 !Folder #:8557IDrawnby: CWM w=(948.4)/ bw=(944.6) 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. w= bw= 944.8) 944.1 House elevations Top Of Foundation Elev. Garage Slab Elev. ® Door 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 : (945.8) / : (945.3) / 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: /yf'io leer En BY: Peter J. Hawkinson, rofessional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com ineering, P.A. 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: EL1 Buyer: N/A Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-18-21 Stake house Certificate of Survey for: Pulte Group 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA177630 Date Issued:07/11/2022 Permit Category:ePermit Site Address: 4917 Avery Ct Lot:5 Block: 7 Addition: Avery Pines PID:10-12350-07-050 Use: Description: Sub Type:Water Softener Work Type:Replace 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 (651) 308-6120 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature