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4896 Avery CtpL 1--33��c'�D�) 7 p For Office Use NI EAGA •, o✓� 1 1 b O Permit#: I� •••' S — 1 r 3 30 7 Permit Fe ____ 0. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I FAX: (651) 675-5694 buildinginspectionst7a.citvofeagan.com g,Liz) 77-- Date Received: Staff: 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-5-21 Site Address: 4896 Avery Court Unit #: 2 Resident! `. OWl1ei 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: curtis.johnson@pultegroup.com Type of Work Description of work: New Residential Construction Construction Cost: 180,000 Multi -Family Building: (Yes X / No ) Contractor Company: Pulte Homes of MN Contact: 7500 Flying Cloud Drive Eden Prairie Address: City: 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 8� 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 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.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.uopherstateonecall.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 s 2toc,E 952 22-9-o7/( Applicant's Signature FOR OFFICE USE ONLY Site Address: 4896 Avery Ct SUB TYPES Foundation — Fireplace Single Family _ Garage _ Multi _ Deck 1 01 of Plex Lower Level WORK TYPES ✓ New Addition Alteration Replace DESCRIPTION Calculated Valuation Plan Review (25% ✓ 100%_) Census Code # of Units # of Buildings Type of Construction _ 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 Roof: Ice & Water Final �c Framing 30 Minutes ✓ 1 Hour ""7"- ✓ Fireplace: ✓ Rough In ✓ Air Test ✓ Final Insulation x. ✓ Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: Permit #: 173306 Porch (3-Season) _ Miscellaneous Porch (4-Season) Accessory Building Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows Solar IRC-3 Townhouse 2020 MSBC PD 2 2004 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 ✓ ✓ Meter Size: Yt ✓ 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 t ✓ Fire Suppression: ✓ Rough In I Final �` ✓ Erosion Control Stormwater Management Other: Permit Required: , Building Inspector RESIDENTIAL FEES Calculated Valuation $ 209,368.56 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: $ 1,716.75 $ 429.19 $ 104.68 $ 2,485.00 $ 122.10 $ 1,592.90 $ 129.00 $ 989.60 $ 205.00 $ 300.00 TOTAL $ 8,074.22 4996 1 33c LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION m as ea r V o z ❑✓ El El ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑❑ 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 ❑✓ 0 ❑ • Property corners ❑✓ 0 0 • 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.) ❑✓❑❑ ❑0❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ Yes ❑ ❑✓ ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑❑✓ ❑ ❑ ❑r ❑ ❑ ❑✓ ❑ 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 0 • Lot lines/Bearings & dimensions ❑ 0 ✓❑ • 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) ❑✓ 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 ❑✓ ❑ ❑ • Retaining wall requirements: Reviewed By: Dave Westermayer Date 12/01/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 03-16-2021 1--.33oc Residential Permit Valuation Calculations Site Address: 4896 Avery Ct -- 1 of 5 Project Description: Lot 2, Block 8 Space Type 4-Season Porch Basement (N w) Unfini Basement Finish Addendum (prior to CO) ,Basement i hed Bathroom Remodel Sarkis -,Room Finished Bonus Room Remodel Bonus Crawl Space Deck, Drain Tile ($135 set fee) Egress ,Wind wN ($2,000 pi Front Stoop pit Garage (detached with floating slab Lower Level Remodel inrc. vea Room Addition Solar Array (per valuation Sport C Townhouse Upper Level" Fini h d NI Upper Level Unfinished Square Feet 24 932;1 7i Amount per Square Foot 60.00 76.00 16.`50`' 79.23 $ 95.73 $. 20.00 $ 95.73 20.00 35.00 8.00 15.00 NA NA 50.00 30.00 20.00 20.00 95 95.73 NA 87.40 .,95,76 _.., 35.00 $ Subtotal 1,200.00 22.56 Total $ 209,368.56 439(0 Avery C7- Lo-t- 2 , 'Bloc g 3:1 kftedmurn Slope3 or '`' 7 4. ' 11r:9� Wall Will Be Y 14i 4� ul l t fr if i RRU INSTALL 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 Impervious Coverage = 64.5% co C3? N CO N O O O SF Z 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% i A x 942.2 94R.59 Be[ chmark I 0 U9 >- Ix 2.70 nchmark 94 60 Be hmark /A //w I� 941.8 r) x a) • 0D CO N cd 943. N O N x 942.1 .72 chmark A //N //` I // I // </ 1 b A *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed 0raj 0) Vacant X 941.9 Y x 940.9 x 942.4 x 941.7 x 442.3 x 942.0 X 949\189°51'32"E 83.50 94a.7 ---<<-----«-----<<<-941.2---<<-X-94o.8 - - - UI(940.4) % 941.52 iir Benchmarkl Ix 940.9 x 943.1 1 I V nI Y I x s4L.D x 942.9 10_00 RO 942.5x' 10.00 3 5.°°r 43.00 x 43.4 17 ,�10.� 10.00 >. ..N to a N 12.50 / 943 N `; N p ,� tT O+-' o 'a 4 I rci I 00 5'0 el:a 83.50 10.00 10.00 10 00 nn N89°551'32"E 9.5 9 '3.2 / 943.4 x 943 x •6 2• -u y0 r P�4 s �I 9944.E8., /O 600400 •Q `•c 011 0� vl a ° O / jE 0 3 2 O t•') m 01 • 51 M' a1 f� i� 12.50 1o.ap l I r - 00 I 943.x E0 •N89°51'32"E 41 0 /83.502• a I P -I b.00 10.00 1 a x 45.8 948. 943.4 M x194 1 OD. ``I .3 -°T.. 12.50 g �� A94343O OHO 4OO O' ) I 3.1I 0 > i O 0_l7 '-" a, `o I in Q N. 0 i O .00� o a m 10.00 I 1u.Do 14.50N89°51'"E 947.9 83.5�1 I 110.00 943.6 2 I!944.6 37 0 53.0 6.00 L1 . I Proposed Driveway 44.7) /12.50/ ar t\ 944.1 On rmi tondo aY O 4 a d= N.002/N89)83.598.0� //w I r,.00 Z a' 1 i m "ID>` '1 03 43.7 / / N 01 N a .50 lam. O O io.00 I I. o I', o.L. v._O�-rim 4�6.00 U O 4 1 1 12.50 ' YJ' 9M��' /43.60/ n 4 v,� <t 10.00 N ° IZt N. N- g x 942.2 943.51 Benchmark 945.20 Be chmark A 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. 7 943.3 X 943.7 M943 ri tw= 944.0 bw=(944.0 x 943.6 X 947.3 • Denot •*&Denot ❑O Denot • Denot Q Denot X 000.00 Denot ( 000.00 ) Denot Denot A Denot Denot design \ tw= 945.5)? bw=(943.8) X 950.0 x 955.1 S89°51'32"W es iron pipe es service es television box es electric box es telephone box es existing elevation es proposed elevation es drainage flow direction es spike es proposed retaining all ed and built by other:' x 955.8 x 956.6 83.50 X 953.0 'I 94g.2 942.00 Benchmark v x 943.5 I(0 Ico YN 942.31 Benchmark I X 943.3 v YII 942.70 Benchmarkv I Y X 944.1 Li oh I N NI (942.5 Y O E.O.F )A1 I O 1 1 0 441 1 1 .942.0 944.22 Y I Benchmark' �l I NI I I I v I x 943.2 Y (941.5) I x 944.2 949.27 I Benchmark >41'942.1 •� 955.4 x • tw= 946.0 /44 • bw=(941.7) House elevations (Proposed) / As -built Top Of Foundation Elev. :(945.2) / Garage Slab Elev. ® Door :(944.7) / EWED LAGAN ENGINEERING DEPT, 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. Signed: fffon,qer Engineering, P.A. BY: Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com PIZNEEReneenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Mend otaHei ght3vIN 55120 'Project # :121194001 Ph. : (651) 681-1914 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 #:8699IDrawn by: CWMj Buyer: N/A Lot 1,2,3,4,5, Block 8, AVERY PINES according to the recorded plat thereof Dakota County, Minnesota tw=(946.5) bw=(946.08) 0' 10' 20' 1111.1111 Scale: 1'. = 20' Benchmark: Top Nut Hydrant Elevation = ( Revisions: 1.) 10-18-21 Stake house Certificate of Survey for: Pulte Group 7500 Fly infloud Dri v8te 670 Eden Prairie, MN 55344 EL1 © Pioneer Eng ineer ing PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA178526 Date Issued:08/22/2022 Permit Category:ePermit Site Address: 4896 Avery Ct Lot:2 Block: 8 Addition: Avery Pines PID:10-12350-08-020 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