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4933 Avery Ct�� j-73z//-5_ /co - ° O C : 1-73‘,/.7.6 - /00 - o 0 N 3830 PILOT KNOB ROAD I EAGAN, MN 554{{A8l (651) 675-5675 I FAX: (651) 675-5694 A 202/ buildinginsoectionsCa)citvofeagan.com (A)1734' 7 2021 SIDENTIAL BUILDING PERMIT APPLICATION Date: 11-10-21 Site Address: 4933 Avery Court Unit #: 1 r For Office Use GlayPermit #: /73Il Permit Fee: t'71 569, 59 Date Received: // /& Staff: Name: Pulte Homes of MN Phone: 763-274-9345 Address / City / Zip: 7500 Flying Cloud Drive, Eden Prairie, MN 55344 Applicant is: Owner Contractor Description of work: New Residential Construction Owner Email: curtis.johnson@pultegroup.com Construction Cost: 189,000 Multi -Family Building: (Yes X / No ) Company: Pulte Homes of MN Contact: Address: 7500 Flying Cloud Drive Eden Prairie 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: 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 Mechanical Contractor: Sabre Sewer & Water Contractor: Ground Tech Phone: (763) 473-2267 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 may be 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.aopherstateonecall.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 see, a� 9SZ 2z9-o7//( Applicant's Printed Name Applicant's Signature FOR OFFICE USE ONLY Site Address: 4933 Avery Ct Permit #: 173424 SUB TYPES Foundation — Fireplace _ Porch (3-Season) _ Miscellaneous Single Family — Garage _ Porch (4-Season) _ Accessory Building Multi _ Deck _ Porch (Screen/Gazebo/Pergola) ✓ 01 of 5. Plex _ Lower Level _ Pool WORK TYPES 1 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 $220,090.32 101 5 1 Not Applicable Occupancy Code Edition Zoning Stories Square Feet Length Width IRC-3 Townhouse 2020 MSBC PD 2 2116 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 ✓ Final ✓ Braced Walls ✓ Erosion Control Stormwater Management ✓ Shower Pan Other: Permit Required: Reviewed By: 777 / , Building Inspector RESIDENTIAL FEES Calculated Valuation $ 220,090.00 Base Fee $ 1,782.75 Plan Review $ 445.69 State Surcharge $ 110.05 MCES SAC $ 2,485.00 City SAC $ 122.10 Utility Connection Charge $ 1,592.90 S&W Permit & Surcharge $ 129.00 Treatment Plant $ 989.60 Radio Read $ 205.00 Other: 3/4" Meter $ 300.00 Copies: TOTAL $ 8,162.09 Residential Permit Valuation Calculations Site Address: 4933 Avery Ct - 1 of 5 Project Description: Lot 1, Block 7 Space Type 3-SeasonWPorc 4-Season Porch Basement^( law Basement Finish Addendum (prior to CO) Basement Finished Bathroom Remodel Bonus, Room Finished Bonus Room Remodel Bonus Roo Crawl Space Deck Drain Tile ($135 set fee Egres Window Front Stoop Garage tt c e Garage (detached with floating slab Kitchen" Rs Lower Level Remodel Mein Level Room Addition Rot. Screen Porch Screen Solar Array �ff Townhouse Upper revel. Upper Level Unfinished �t `(alum num, per valuation Square Feet 24 Amount per Square Foot 0.00 76.00 $ 16.50.,$ 79.23 $ 95.73 20.00 95.73 20.00 NA 50.00 $ 40.41 30.00 50.00 30.00 NA 16.50' 87.40 95.73 35.00 Subtotal 1,200.00 Total $ 220,090.32 co s V O z 0 ❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ a❑❑ ❑✓ ❑ ❑ ❑ ❑ ❑✓ ❑ 0 ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑ 0 ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ Yes ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ No PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lots 1,2,3,4,5 Block 7, Avery Pines 40133 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 Tines/Bearings & dimensions ❑ 0 ❑✓ • 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 + c 33 Ave - (.-o t S Mc c-kP / t/cz-/ / 3:1 Maxim---, 'o pe3 or 4 .M :inir: .:'III Wit Ba Required ill / *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed X 942.4 X 942.3 943.46 Benchmark co 03 N 943.72 Benchmark X 943.2 CO Co 0) N r X 943.B 943.75 Benchmark 8 cV 8 943.75 Benchmark X 943.9 N u7 CV 0 0 Z943.7 943.96 Benchmark- -- O 0 N ah Be-n '•4 tw= 946.0 x 9: bw= 944.3) 0 X 942.7 X 942.7 N 89°47'03"E \ Vacant 10.22 x 943.8 X 943.8 978- �`` -- _�� � 5.00` 43. 0� I 7 di- N, �0 o 12.50 o T uj °oa aoo g 10.00 ^ 0 m (69 /-1 3' O i o- 1 10.22 �'tS¢9°47'03"W 83.50/ q 7R 2 Oc,� --✓g.001 . 2 a; O/ 6700 . c c aI r o Proposed Driveway Y I In a� 4M < ioloo ,i / 12.50 a I 10.22 1 6.00 S89°47'03"W ,0/� o I 9 78, x 1943.9 x .S.gy 5 10.00 od 6.00 iO C C� o 14.50 of l�� o _ v M in lri ° g 4.00 0 _L ro ln.Q o °' C.0 /� o � 0_0 CO 12.50 10.22 `� S89°47'03"W 83.50 9 ii Qqx 4.1 43. D I 978 a I --J T ao a.,_ * 10.00 Ni la i �Oo o � a �„ m o DE I _ o I o / 12.50 �/ 0 0) / /83.50 Proposed 16 Driveway 10.22 °' OD , /S89°47'03"W „ 1 t o o 800 wo o' 0 rn 945.3 Proposed Driveway \ <lo o �00I 10.00 M / �_-� 4;NO2- 02 43.00-- 9.78 --- -=4.943r- Drainage anc�4u 'liiy O d- �♦ tw=(948.8)/ bw=((944.8)) \ 83.50 N 0 \ 943.0 1 X 943.1 X 943.1 / /� 91%4 Ben.f 4 ark //�j�� // N/942'7 // / // N $1AER C4NTRd1. / 8 943.6 " N 943.7 943.82 // -�� BeiIcf,tyiprk X 943.0 // // // 943.7R OII N N I 944.4 943.6I717 Benchc-narKz. x44331�trAi1 \\ B43.79enchmark \ �- u, u� 44.0°5 X 943.5 w to. O 943.5 if)O 943.5 943.80 Benchmark 2 aD 943.78 7- Bench 3.P 0 8,94. 943.8 9 944.3 IV IS South Basin 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. 944.2 83.50 • 46) ■ 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. tw=(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 House elevations 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 EAGAN EN E RING DLit' 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. BY: Signed: /jf'iopeer Engineering, P.A. Peter J. Hawkinson, professional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com 10 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-18-21 Stake house PIZNEERneenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIrrECTS 2422 Enterprise Drive Mendota Heights, MN 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www.ploneereng.com `Project # :121194002 Folder #: 8557 Drawn by: CWM9 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 A Certificate of Survey for: Pulte Group 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5300 I waterres(a�cityofeagan.com L For Office Use Stormwater Management Permit #: 113-1 7 Building Permit #: 11 J 42-4 O Escrow Deposit: _ 4600.0 Staff: STORMWATER MANAGEMENT PERMIT Date: 11-30-21 Site Address: 4933 Avery Court Eagan, MN 55123 Avery Pines - Multi -family building #7 (5 residential units) Description of Project: Area of Land Being Disturbed: 1 0, 826 S F Start Date: 1 2-272 1Completion Date: 7-1 5-22 ❑ Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application. Property Owner Name: Pulte Group Phone: 952 229 O7 16 Address/city/Zip: 7500 Flying Cloud Dr. Eden Prairie, MN 55344 Contact: Steve Brock Email: steven.brock@pultegroup.com Applicant is: ✓ Owner ✓ Contractor Contractor Name: Pulte Group License#: BC627273 7500 Flying Cloud Dr. Eden Prairie, MN 55344 Eden Prairie Address: City: State: MN Zip: 55344 Phone: 612-865-1901 Contact: Steve Brock Email: Steven.brock@pultegroup.com Erosion and Sediment Control Performance Security The City requires an escrow deposit to secure performance of erosion and sediment control (ESC) requirements, including proper installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the stormwater management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and written notice of conformance by the City. The following escrow deposits include two (2) required City inspections, initial and final. Existing Single -Family Residential Lot (addition, demolition, pool, retaining wall, etc.) $1,000/Iot New Single -Family Construction $3,000/lot Multi -Family or Commercial Construction (new, addition, demolition) $5,000/acre* *Maximum of $12,000 Erosion and Sediment Control Reinspection Fee (for as needed City reinspections after the two (2) included) $85/trip 5000.00 Security Amount: The applicant assumes all responsibilities for installation and maintenance of pollution prevention practices on this site. Any violations of City Code identified by the City shall be addressed within 48-hours of service of the notification. The applicant understands that failure to maintain pollution prevention practices within the time allotted by the City notification, will result in enforcement action to correct site deficiencies that are in violation of Sec. 4.34. The issuance of this permit constitutes a right -of -entry of the City or its contractors to enter upon the construction site for the purpose of completing ordinance enforcement and/or completing corrective work. 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. The undersigned accepts full responsibility for compliance with the Stormwater Management Ordinance of the City of Eagan and agrees to comply with the Stormwater Pollution Prevention Plan or equivalent in full. Sty t eci 952-z2-9—o7,( )(Steve Brock Applicant's Printed Name X Applicant's Signature Performance Security Release The following information will determine to whom the escrow deposit will be returned. Security will be returned in the form of a check. Name: Steve Brock Address / City / zip: 7500 Flying Cloud Dr. Eden Prairie, MN 55344 Phone: 952-229-0716 Email: steven.brock@pultegroup.com Amount: Unavailable Permit Number: Unavailable FOR OFFICE USE ONLY SUB TYPE WORK TYPE X Stormwater Management Permit Apartments Multi Family Single Family DESCRIPTION Addition New REQUIRED INSPECTIONS X Initial Inspection XFinal lnspection SECURITY Erosion and Sediment Control Deposit (6501.2257) $5,000 Pool Other: Commercial/Industrial Public Facility Other: Reviewed By: r N tiUater Resources PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA177752 Date Issued:07/18/2022 Permit Category:ePermit Site Address: 4933 Avery Ct Lot:1 Block: 7 Addition: Avery Pines PID:10-12350-07-010 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