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4872 Avery Ct jgL. 17?g7�;' 81 WVV 37 PL/-T7y00 -- 100 - 00 --, Q / QFor Office Use / �,• �� 8,$(0�• /� I Permit#: -73'/7 '79 I EAGAN•••• •••� I I Permit Fee: .?- I Date Received: // I 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-5675 1 FAX:(651)675-5694 I I Staff: 4( I s e build inoinsoectionsla�citvofeaaan.com � �a ,,,..,, ------------------ Cf- (, 1'l9 y1�' a— Y; , Lo f 21 810a 9- g410,Id;no- CY 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-12-21 Site Address: 4872 Avery Court unit#: 2 Name: Pulte Homes of MN Phone: 763-274-9345 Resident/ 7500 Flying Cloud Drive, Eden Prairie, MN 55344 Owner Address/City/zip: Applicant is: Owner ✓ Contractor Owner Email: Curtis'johnSon@pultegroup.Com Tyoe'of Work Description of work: New Residential Construction Construction Cost: 171,000 Multi-Family Building: (Yes X /No Company: Pulte Homes of MN Contact: Address: 7500 Flying Cloud DriveEden Prairie Contractor 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 V( No If yes,date and address of master plan: Licensed Plumber: Sabre Phone: (763) 473-2267 Mechanical Contractor: Sabre Phone: (763) 473-2267 Sewer&water Contractor: Ground Tech Phone: (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 maybe classified as non-public if you provide specfflc reasons that wouldpermit 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.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at(651)454-0002 or www.aoaherstateonecall.oro 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 X S& Applicant's Printed Name Applicant's Signature FOR OFFICE USE ONLY Site Address: 4872 Avery Ct Permit#: 173479 SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Miscellaneous Single Family _ Garage _ Porch(4-Season) _ Accessory Building Multi _ Deck _ Porch(Screen/Gazebo/Pergola) ✓ 01 of 6 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 $200,465.67 Occupancy IRC-3 Townhouse MCES System Plan Review Code Edition 2020 MSBC SAC Units 1 (25%_100% ✓ ) Zoning PD City Water ✓ Census Code 101 Stories 2 Booster Pump #of Units 6 Square Feet 1911 PRV ✓ #of Buildings 1 Length Fire Suppression Required ✓ Type of Construction Not Applicable Width REQUIRED INSPECTIONS ✓ Footings(New Building) ✓ Meter Size: 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: /�! ! % , Building Inspector RESIDENTIAL FEES Calculated Valuation $200,465.67 Base Fee $1,662.75 Plan Review $1,080.79 State Surcharge $100.23 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 $8,667.37 / -7 7-&/7 Residential Permit Valuation Calculations Site Address: 4872 Avery Ct Project Description: New Townhome 1 of 6, Lot 2, Block 9 Space Type Square Feet Amount per Subtotal Square Foot 3-Season Porch $ 60.00 $ 4-Season Porch $ 76.00 $ - Basement(New)Unfinished $ 16.50 $ Basement Finish Addendum (prior to CO) $ 79.23 $ - Basement Finished $ 95.73 $ Bathroom Remodel $ 20.00 $ - Bonus Room Finished $ 95.73 $ Bonus Room Remodel $ 20.00 $ - Bonus Room Unfinished $ 35.00 $ - Crawl Space $ 8.00 $ - Deck $ 15.00 $ Drain Tile ($135 set fee) NA Egress Window($2,000 per pit) NA Front Stoop 24 $ 50.00 $ 1,200.00 Garage (attached with footings) 404 $ 40.41 $ 16,325.64 Garage (detached with floating slab) $ 30.00 $ - Kitchen Remodel $ 20.00 $ - Lower Level Remodel $ 20.00 $ - Main Level Finished 827 $ 95.73 $ 79,168.71 Room Addition $ 95.73 $ - Rot Repair(per valuation) NA Screen Porch $ 50.00 $ - Screen'Porch`(aluminum frame) $ 30.00 $ Solar Array(per valuation) NA Sport Court $ 16.50 $ Townhouse $ 87.40 $ - Upper Level Finished 1,084 $ 95.73 $ 103,771.32 Upper Level Unfinished $ 35.00 $ - Total $ 200,465.67 II ,4S-7a tkVe* Kj Vacant 3:1 Maximum �Ioppn I 27 F RINt, REOUMEM III W3A' I or X 942.6 X 942.4 141-3x X 942.4 942.7 L N89051'32"E 83.50" jt4S7AU_- (941. -%* OtawOt 941 0,42.0 - X 941.3 X 941,0 _<<...1_ -<<---7094'2;1<---- 940.9 4 4 .1 94 .93 Benchmark Beiichmark-- OU LO 0 4 8.00 5.00�6 X �2 X 942 - 942.0 X940.9 X943.7 10. 0 LD 7 _a 10.001 M 12-50/ .2 01 OD Q) 1: �21 t. 0 Co U & N 942.5 0 0 0- C) 4 .07 < 6.DO Benchmark _ IBe9 a_ D3X 942 chmar k� �//o 0 1N8W5V31"E 83.5012.1 L X 941.4 X 943.5 1 8.OCT Z3 2.00 r-, 00 'X 42 10 25.0 0 0 0 Cn 0 Ln 0 a- - 6.DO K 06 D!� 1 't 0 0 1 of CO 94T'80 an CD 04 Ben ahnnark-, to ro I 00 941.72 r1i LLJ C4 012.50 r� J ' / r1i Benchmark LO > N8905 32"E 83. 18.00 X 941.6 X 944.3 < 1j?.nn - a) 50 I co / /2.DI 10.0 12.50 27 �2, 0 C,41 -0 E �: 0 9 4 r 0 6.00 0, C14 942.04 D->Q) cy; V) 0 0 a M E CD Q) Id F Benchmark on0.00 1 /N 94 �2 89051 ,3 ' 2*E 83.502.0 X 942.QK 943.2 Be ch mark 2.00' X 9424 8.00 11 U') r CD (D C: 6.00 w q4l.g 0 CL, rn 1, :3- 11 0 V ?: * 01 cl 0 4.00 C) V) �LLJ 0-0 Cq 941.91 94j1.96 C4 12*50 Benchmark 00 nchmark.- N ,n,Tk -9 nnN89*51'32"E 83.5 118.00 1 / 1 1 IX 941.9 X 943.6 2 OL11 1 00 00tn I vv a0 12.50 's d. 0 00 14 ID 0 0 0 04 E V) P ------ 942(LDa 0 '0 4.00 4 0 3: X 942.0 A 9 .0 0 b.U0 C*4 M 941.80 0_> A a-o 6 0- 06 Benchmark V / 1 949.04 .0-1 10.00 if) fit) 1? nn /N89 1-32"E 7/ 83.5 -1.18.0D .// X 943.5 y Bepch mark! 12.00 X 941.7 X 44.7 CD 942.1 94j; 0 E 6.00 4.0 > 0 E 00 V 00 U 0) 00 X 94 J�m a. Cd 00 / I a0 00 �1 94-3. C*4 94 28 X129.5( 941.25 1 0 All Bi-h rn ark-- I "1 60 //_ Benchmark 3.00 8 x 943.3 A n�13 _41- X 940.8 X 942.2 U-) C� t 4 In X9442.2 9"< WdC54 x 943.5 _(942 <--- _>�_9470"- !­1 - ,3 )<- -<<-----<<--X-94i-5 X 942.1 X 942.1 A -8-3 6_0 x 942.9 X 943.5 V F_ _S�8_9-9_1_F3_ TF_W X 940.5 X 942.3 X 942.9 x 943.1 X 943.1 Vacant A o) Denotes iron pipe House elevations (Proposed) As-built 1,6 2,3,4,5 Denotes service Top Of Foundation Elev. :(944.0) Lot area 4814 SF Lot area 8016 SF Denotes television box House area = 2656 SF House area = 4924 SF Denotes electric box Garage Slab Elev. @ Door :(943.■ 5) Porch area = 46 SF Porch area = 96 SF Sidewalk area = 98 SF Sidewalk area = 196 SF j_Nj Denotes telephone box Driveway area = 364 SF Driveway area = 668 SF X 000.00 Denotes existing elevation Patio area = 164 SF Patio area = 332 SF ( 000.00 ) Denotes proposed elevation Total Impervious Area = 3328 SF Total Impervious Area = 6216 SF -_ Denotes drainage flow direction Impervious Coverage = 69.1% Impervious Coverage = 77.5% A Denotes spike Construction Notes: mmmummo Denotes proposed retaining wall 01 1 20' 1. Install rock construction entrance. designed and built by others. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. By 4. Contractor must verify driveway design. Date 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1" 20' 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. EAGAON Wrj��NG UL?T, Wall will not be installed if the grade is 3:1 or less. Benchmark: General Notes: Top Nut Hydrant 1. Grading plan by Pioneer last dated 4-2-21 was used to determine proposed We hereby certify to Pulte Group that this survey, plan or Elevation elevations shown herein. report was prepared by me or under my direct supervision, and 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 11/08/21. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved constructioning, P.A. Revisions:i eer En ineer 1.)11-10-21 Stake building 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 BY: responsibility of the surveyor. other than those shown Hawkinson, ProTeSSional Land Surveyor 5. This certificate does not purport to show easementsMinnesota License No. 42299 email-phawkinson@pioneereng.com on the recorded plot. 6. Bearings shown are based on an assumed datum. Lot 1,2,3,4,5.6 Block 9. PMNEERengineering,P-A. AVERY PINES Certificate of Survey for: �EN.�ERS LAND-N-S LANDS�VEYOWS LAIMSCAPEARCITnTCTS according to the recorded plat thereof Pulte Group I Dakota County, Minnesota 2422 Enterprise Drive Ph.:(651)691-1914 7500 Flying Cloud Drive Ste 670 Mendota Heights,MN 55120 Fax:(651)681-9488 Address: 4868 4872 4876 4880 4884 4888 Avery Court, Eagan, Mn. Eden Prairie,MN 55344 www.pioneer'eng.com House Model: Ashton, Ashton, Bowman, Ashton, Bowman, Bowman Elevation: N/A Project#:121194003 jFolder#:8557jDrjawnby:CWM @ Pioneer Engineering MN Division 2467 Model 4872 Avery Ct.issue date: drawn by: project mgr: M&K project number: sheet no.: 06/21/22 REVIEWED FOR CODE COMPLIANCE 06/23/2022 1:27:05 PM DQualle BUILDING INSPECTIONS 2 Charlee Koppelmann Assistant Construction Manager::Minnesota Division Cell (843) 870-7828 CKoppelmann@pulte.com From: Victoria Franzen <VFranzen@mulhernkulp.com> Sent: Wednesday, June 8, 2022 7:13 AM To: Charles Ratts <Charles.Ratts@PulteGroup.com> Cc: Charlee Koppelmann <Charlee.Koppelmann@Pulte.com>; Steven Brock <Steven.Brock@PulteGroup.com> Subject: RE: Engineering for foundation crack needed- 4872 Avery Ct, Eagan MN Charles, That is an acceptable substitution, but I would want the rebar to have 8” of embedment into the foundation rather than the specified 7”. Let me know if you need me to update the detail. Thanks, Victoria R. Franzen, P.E. Project Engineer Mulhern + Kulp Residential Structural Engineering 215-646-8001 x134 From: Charles Ratts <Charles.Ratts@PulteGroup.com> Sent: Tuesday, June 7, 2022 6:55 PM To: Victoria Franzen <VFranzen@mulhernkulp.com> Cc: Charlee Koppelmann <Charlee.Koppelmann@Pulte.com>; Steven Brock <Steven.Brock@PulteGroup.com> Subject: FW: Engineering for foundation crack needed- 4872 Avery Ct, Eagan MN Evening Victoria, May I please request Simpson Strong Tie AT-XP10 anchoring epoxy as an alternative to the attached detail due to cost and availability? The called out epoxy is not readily available in this market and take a bit of time and money to procure. I believe we may have utilized this on another engineer fix out in our Northport community a few months ago? REVIEWED FOR CODE COMPLIANCE 06/21/2022 8:41:03 AM DQualle BUILDING INSPECTIONS REVIEWED FOR CODE COMPLIANCE 06/21/2022 8:34:52 AM DQualle BUILDING INSPECTIONS REVIEWED FOR CODE COMPLIANCE 06/21/2022 8:35:14 AM DQualle BUILDING INSPECTIONS REVIEWED FOR CODE COMPLIANCE 06/21/2022 8:35:01 AM DQualle BUILDING INSPECTIONS