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4921 Avery Ct
lgt17314.7- 0,00,`� 77N/3- i oe o 0 /y - /OO O 0 r'EC 3830 PILOT KNOB ROAD I EAGAN, MN WOWaB 0 (651) 675-5675 I FAX: (651) 675-5694 2021 buildinginspectionsCa�cityofeagan.com 64(0 i13zis 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-10-21 Site Address: 4921 Avery Court Unit #: 4 r For Office Use Permit #: Permit Fee: 7? / gq g / Date Received: //--w •( Staff: 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: 181,000 Multi -Family Building: (Yes / No ) Company: Pulte Homes of MN Contact: Address: 7500 Flying Cloud Drive City: Eden Prairie State: MN Zip: 55344 Phone: Email: ellie.rogers@pultegroup.com License #: BC627723 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: Fire Suppression Contractor: FSS Phone: 651-775-3964 (763) 473-2267 (651) 964-0006 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.citvofenan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.gopherstateonecall.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 8tepc.' 9Sz 22-9-07/0 Applicant's Printed Name Applicant's Signature FOR OFFICE USE ONLY Site Address: 4921 Avery Ct Permit #: 173412 SUB TYPES Foundation — Fireplace _ Porch (3-Season) _ Miscellaneous _ Single Family — Garage _ Porch (4-Season) _ Accessory Building Multi _ Deck _ Porch (Screen/Gazebo/Pergola) ✓ 01 of s52 Plex _ Lower Level _ Pool WORK TYPES ✓ New _ Repair _ Siding _ Retaining Wall _ Addition _ Fire Repair _ Reroof _ Move Building _ Alteration _ Water Damage _ Windows Demolish Building* Replace _ Egress Window _ Solar *Demolition of entire building - give PCA handout to applicant DESCRIPTION Calculated Valuation Plan Review (25% ✓ 100% ) Census Code # of Units # of Buildings Type of Construction $210,708.78 101 5 1 Not Applicable Occupancy Code Edition Zoning Stories Square Feet Length Width IRC-3 Townhouse 2020 MSBC PD 2 2018 MCES System SAC Units 1 City Water ✓ Booster Pump PRV ✓ Fire Suppression Required ✓ REQUIRED INSPECTIONS ✓ Footings (New Building) ✓ Meter Size: 3/4 Footings (Deck) ✓ Final / C.O. Required Footings (Addition) Final / No C.O. Required ✓ Foundation ✓ Foundation Before Backfill HVAC _ Service Test Gas Line Air Test _ Hood Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final ✓ Framing 30 Minutes ✓ 1 Hour Drain Tile ✓ Fireplace: ✓ Rough In ✓ Air Test ✓ Final Siding: _Stucco Lath ✓ Stone Lath _Brick _ EFIS ✓ Insulation Windows ✓ Sheathing Retaining Wall: _ Footings _ Backfill _ Final ✓ Sheetrock ✓ Radon Control ✓ Fire Walls ✓ Fire Suppression: ✓ Rough In I Final ✓ Braced Walls ✓ Erosion Control Stormwater Management ✓ Shower Pan Other: Permit Required: Reviewed By: , Building Inspector RESIDENTIAL FEES Calculated Valuation $ 210,709.00 Base Fee Plan Review State Surcharge $ 1,722.75 $ 430.69 $ 105.35 MCES SAC $ 2,485.00 City SAC $ 122.10 Utility Connection Charge $ 1,592.90 S&W Permit & Surcharge Treatment Plant $ 129.00 $ 989.60 Radio Read $ 205.00 Other: 3/4" Meter Copies: $ 300.00 TOTAL $ 8,082.39 Residential Permit Valuation Calculations Site Address: 4921 Avery Ct -- 1 of 5 Project Description: Lot 4, Block 7 Space Type 3-Season Porch 4-Season Porch Basemen' Un Basement Finish Addendum (prior to CO) Basement Finish Bathroom Remodel BonusRbom-Finished Bonus Room Remodel nishe bonus Kgol11 Crawl Space 'eck Drain Tile ($135 set fee) Egress Window( 000 per p Front Stoop Garage` (attached wit Garage (detached with floating slab /1(y y y".j�yy4 . ➢fie'! t "GYP ': -3 ltiiiFlGl"iRemod Lower Level Remodel Main l evel,Finished Room Addition Rot' Repair Screen Porch Screen ?Porch .(aluminurmi f Solar Array (per valuation) icon) Townhouse Upper Upper Level Unfinished Square Feet 1,086 Amount per Square Foot 60 00 76.00 16,50 79.23 $ 95.73 $ 20.00 $ 95.73 20.00 35.00 8.00 87.40 $ 95.73i $: 35.00 $ Subtotal 1,200.00 i62.78 Total $ 210,708.78 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 4°l21 m C) c ea C) O • Z a❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ a❑❑ O ❑ ❑ ❑✓ ❑❑ ❑✓ ❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑ ❑ 0 ❑ ❑✓ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑ ❑✓ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ a❑❑ Yes ❑ 0❑ ❑ 0❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑a❑ No IE!= 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 • Lot lines/Bearings & dimensions O ❑ ❑✓ • Right-of-way and street width (to back of curb) ❑✓ ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) O 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 ❑ • Retaining wall requirements: Reviewed By: Dave Westermayer Date 11/29/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 03-16-2021 4citzl Aviv, (- r I,o-E- 4 ► Floc - tk / 3:1 Maxim---, 5.'lopes / or Re ui / _cAli'iVi�l i ia All *SITE UNDER CONSTRUCTION* curb and utilities shown are proposed X 942.4 X 942.7 X 942.7 N89°47'03"E C) Rtri Vacant \ X 943.0 83.50 (94 3 x 943.1 J N X 942.3 10.22 943.46 Benchmark r) co cci N 943.72 Benchmark x 943.2 (O 0) N 10.22 x 943.8 • 0) 0) 00 �O 0 a. 10.00 tri �6.00 4.00 to '6 Io woo x 943.810.22 4.002 943.75 Benchmark O 943.75 Benchmark x 943.9 C N Lr) N 0 c'1 N 943.96 Benchmark O O Z943.7 Lo./ 0 X 1943.9 43:00 -o c a) 0 0- O 0 ti m ;'.9°47'03"W cnn"O D o -a r7 2 < rr� rfi 6.00,589° 7'03"W 10.00 °D a 6.00 0) 10.22 5, 4.00 10.00 0 0. Ct.,00 in op 10.22 °1 00 /S89°47103"W 4.00 r7 oo S89°47'03"W 9g43. rN i (5 O c i.Q a) C 0 of =o CO 0 Lr) 3.7 X 943.8 r�5.o0� to u 1 2. 50 oS N N) o Li o a) Nr 83.50 N MALL M1METER CANTROE. x 943.1 / \- 943.449./2 Benct nark - 94 77- 8 r N/ // / x 942.7 // // T 0 0 rn3 oa o. O.L // `Y/ / ° 0 943.82 // q 7A A�- BCtIL iurArk M 8 943.6 co N N • 943.7 X 943.0 // N0 943.7g (0 0 3 I 0 0 .?9441 CO 0) s•'' a- o N N 12.50 83.50 x g,{4.1 coo 14.50 0) 0 i r<) 0; 12.50/ 9 .s9_ti 78_= M >' 944.4 It: tri 0 u) E'4.0D Lip 0 /12.50 () ON 0 0 0 83.50 N 9 943.6.51 Bench lar_ x aa3 3 I I 1 I1 \\ \\ O 943./9 \\ G Benchmark\� •3 x 943.5 78 .-1 r) 0 N3 0 d O O N i� O 943.5 to O ♦ 943.5 O -1 M tw= bw= e 946.0) 944.3 3 7 5, \ •\ r" 6-00 X 9 • u)o o� ' rn Q Drainage an 43.00 uli y 0) 0 0 (0 943.80 Benchmark 943.78 9.78 BenchlaC wohoirkaidrarrcdawomaimAoge AO vuj Co 943.E 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 N • r \� ,• tw= 948.8 bw=(944.8) 9 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. J x 944.2 83.50 • OV ■ 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. PIZNEERengineering, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651)681-9488 www.ptoneereng.com LProject # :121194002 !Folder #:8557 Drawn by: CWMJ 944.3 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. • 3 tw=(944.8) bw=(944.1) 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 Top Of Foundation Elev. :(945.8) / Garage Slab Elev. © Door :(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: /j('ioleer Engineering, P.A. BY: Peter J. Hawkinson, rofessional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-1S-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: EL1 Buyer: N/A Certificate of Survey for: Pulte Group 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering