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4892 Avery Ct
• 0-3362-- i 3 I°L _1T3303 EAGAN"-11'°32/ 3 rForOff icet-1 Use 2 C Permit #: 1 -/ 3 3 O I S Permit Fe z, 5ro 959 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I FAX: (651) 675-5694 buildinoinspectionsCc�citvofea4an.com Date Received: Staff: 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-5-21 Site Address: 4892 Avery Court Unit #: 1 Resident/ Owner Name: Pulte Homes of MN Phone: 763-274-9345 7500 Flying Cloud Drive, Eden Prairie, MN 55344 Address / City / Zip: Applicant is: Owner ✓ Contractor Owner Email: CUftis.johnSOn@pultegroup.COm Type of Work Description of work: New Residential Construction Construction Cost: 189,000 Multi -Family Building: (Yes X / No ) Contractor 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: In the last 12 months, Yes ✓ No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer &water Contractor: Fire Suppression Contractor: Sabre Phone: (763) 473-2267 Sabre Phone: (763) 473-2267 Ground Tech Phone: (651) 964-0006 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 sec ets ' ' 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. citvofeauan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.aooherstateonecall.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 Applicant's Printed Name ,5't4v4. Szoc.E 95Z 2z9-o7/� 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: 4892 Avery Ct Fireplace _ Garage Deck Lower Level Repair Fire Repair Water Damage Egress Window $220,090.32 101 5 1 Not Applicable Permit #: 173302 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 2116 Retaining Wall Move Building Demolish Building* *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required 1 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: I Rough In / Final ✓ Braced Walls ✓ Erosion Control — ✓ Shower Pan — Other: Permit Required: ✓ Reviewed By: /G , Building Inspector Stormwater Management RESIDENTIAL FEES Calculated Valuation $ 220,090.32 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: $ 1,782.75 $ 445.69 $ 110.05 $ 2,485.00 $ 122.10 $ 1,592.90 $ 129.00 $ 989.60 $ 205.00 $ 300.00 TOTAL $ 8,162.09 l -1-3 30-2— Residential Permit Valuation Calculations Site Address: 4892 Avery Ct --1 of 5 Project Description: Lot 1, Block 8 Space Type 3-Season fora 4-Season Porch aserent Basement Finish Addendum (prior to CO) Basement Finis ti Bathroom Remodel Bonus Room Bonus Room Remodel Bonus'Room Unfinished Crawl Space Drain Tile ($135 set fee 4" Front Stoop rage'(a Garage (detached with floating slab Lower Level Remodel ,Mai ELevel Room Addition Screen Porch Screen Porch (al amino Solar Array (per valuation) Sport Court Townhouse Upper Level Unfinished Square Feet Amount per Square Foot $ 60.00 $ 79.23 5.73 $ 20.00 $ 95.73 $ 20.00 $ 35.00a $ 8.00 15.00 NA NA 50.00 20.00 95.73 95.73 NA 16.50''. 87.40 95 73. 35.00 Subtotal Total LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 1-i 1-7332— ❑✓ ❑ ❑✓ ❑ ❑✓ ❑ ❑✓ ❑ ❑✓ ❑ ❑✓ ❑ 0 ❑ O El ❑✓ ❑ ❑✓ ❑ 0 ❑ ❑❑❑❑❑❑❑❑❑❑❑❑ Add/Change PROPERTY LEGAL: Lots 1,2,3,4,5 Block 8, 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 0 ❑❑ ❑❑ • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) ❑� ❑ ❑ ❑ ❑ a❑❑ O ❑ ❑ • ❑ ❑ Yes ❑ ❑✓ ❑ ❑ ❑✓ ❑ El El ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ No 1 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 O 0 0 • Lot lines/Bearings & dimensions ❑ 0 0 • Right-of-way and street width (to back of curb) 0 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 12/01/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 03-16-2021 �892 AA) el o c. g L 3 3 O2_, , 3:1 Maximum S!ope3 Or 17::-! ' i'l :g Wall Will Be INSTALL IER CONTROL Lot 1 Lot area = 2407 SF House area = 1329 SF Porch area = 23 SF Sidewalk area = 49 SF Driveway area = 152 SF Total Impervious Area = 1553 SF Impervious Coverage = 64.5% Lot 2 Lot area = 2004 SF House area = 1336 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 182 SF Total Impervious Area = 1591 SF Impervious Coverage = 79.4% Lot 3 Lot area = 2004 SF House area = 1231 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 152 SF Total Impervious Area = 1456 SF Impervious Coverage = 72.7% Lot 4 Lot area = 2004 SF House area = 1336 SF Porch area = 24 SF Sidewalk area = 49 SF Driveway area = 186 SF Total Impervious Area = 1595 SF Impervious Coverage = 79.6% Lot area = 2407 SF House area = 1224 SF Porch area = 23 SF Sidewalk area = 49 SF Driveway area = 212 SF Total Impervious Area = 1508 SF Impervious Coverage = 62.7% co co cV 1 9412.59 Be chmark 0 U9 B 94 60 Be hmark /A .72 nchmark I� Iv X 941.7 x442.3 *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed CO • Y X 942.2N89051'32"E 83.50 9406 940.7 vI - 940.4 X 942.2 941.52 YI Benchmarkl 1 I 1 Y 942.00 7-Benchmark v Y x 941.8 co ai 943. 2.70 nchmarld-I x 942.1 942.2 h' 2.7 I 943.51 A Benchmark 945.20 Be chmark 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. 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. X 943.7 O N9 0 0 oft 943.3 tw= 944.0 bw=(944.0 X 943.6 " aac.a X 942.9 10.00 x 4.00 X 43.4 I 7 ..‹.:1--Q� a50(D ACC N 10 NT 12.50/ rli' /0943 y `� NO o a I O 3 a-> 't d0 ---// O 0_3= of v �,y3 °Q O i V 0- 83.50� 6.00 CD 1 . I • 10 00 c) no 7 on N89°51'3$"E 9,5 ,1 2 J 943.4 x 943 x 2, / ^ y0 ^I Pt4is ccpp V94. i -- � i �0 L co O�'1 600a)I 5�- ``Eaa 0• o._ rn n r a.i ai a a E c� / / 2 0 m o M •o 4.ob I 6 l fc 12.50 ,o.qo �.00 943.1 •jN89°51'32"E 41 0 /83.502 0 i I 10.00 I 948.6 �U X �5.8 / 943.4 r7 ,� If) >9 1U. 00 94+.3 0. / `` T943,3 m a N• A 12.50 wi. i 6 p / O•- 4 00 Ti- I I 0 3 3.10? g L L a: T_ .r a a- a I u �% / o 6.00 a a °° ,o.00 I 10. 00 14.50N89°51'"E 947.9 83,5 J� 11P.00, 943.6 ti I/944.6 37. 0 53.0 6.00 •�al I ro iamb � 1.002.50 73 944.1 a d. M -� o 4.0Plb no a41-1 8:5c; LL /S a _ 6.00 O /a.s z • p /N89°51'32E51.6)93.58.0�50.00 , _ `43.7 'p3 a J19.o N o o 10.00 ‘I- a °' rn vo a0 of aE 4�`6s ICr- / om r- Im ill - 12.50 "L' I s5z.e `r 7 10.00 94`i 5 k5 0 �: 9//,4.o �:� -l) O ?944.0) a_Drainage and utility easement per plat its 10.00 X 940.9 Ix 940.9 r4,1 I N\ of 01 NI 94g.2 O Nl I 942.70 Benchmarkv x944.1 1 v10 (942.5 p NII E.0.F i p 0 X 943.1 x 943.5 ICD C0 vp YN 942.31 I Benchmark I x 943.3 V X 947.3 • Denotes Denotes ❑O Denotes • Denotes Q Denotes X 000.00 Denotes ( 000.00 ) Denotes - Denotes A Denotes ■ Denotes designed Pei oz' tw= 945.5 bw=(943.8) x 950.0 iron pipe Vacant X 942.4 x 955.1 S89°51'32"W service television box electric box telephone box existing elevation proposed elevation drainage flow direction spike proposed retaining all and built by other6.)' L. X 942.0 X 941.9 242.1 11 X 942.0 44.1 944.22 Y I Benchmarkl Kw I I V X 943.2 Y (941.5) I 949.27 I x 944.2 Benchmark 1 X 956.6 X 953.0 955.4 x tw= 946.0 �� yl x 955.8 bw=941.7) tw=(946.5) bw=(946.08) 83.50 House elevations (Proposed) / As -built Top Of Foundation Elev. : (945.2) / Garage Slab Elev. © Door : (944.7) / LAGAN ENGINEERING DE,PT, 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 09/23/21. BY: Signed: er Eng neering. P.A. Peter J. Hawkinson, Pfofessional Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: I.) 10-18-21 Stake house rPI $NEEReneenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Ph.: (651) 681-1914 Mend otaHei ghtMN 55120 Fax: (651) 681-9488 www pioneereng.com'Address: 4892, 4896, 4900, 4904, 4908 Avery Court, Eagan, Minnesota House Model: Ashton, Bowman, Ashton, Ashton, Bowman Elevation: Folder #:8699'Drawn by: CWMAIL Buyer: N/A Lot 1,2,3,4,5, Block 8, AVERY PINES according to the recorded plat thereof Dakota County, Minnesota Certificate of Survey for: Pulte Group 7500 Fly infloud Dri vSte 670 Eden Prairie, MN 55344 Project # :121194001 E L1 © Pioneer Eng ineer ing