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4904 Avery Ct - Site Survey, Engineering Approved 2021-12-013:1 Maximum Slope3 or !nI g Wall Will Be l`,i~ ured INSTALL. PERIMETER 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 Z I /26.) Impervious Coverage = 64.5% Lot 2 Lot area = 2004 SF 2 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 N "CO 9412.59 Be chmark I o 0 U>- 942 60 Benhmark /A .72 nchmark A// / //fslt O // - p 1 // co 0) X 941.7 x 442.3 X 942.2 11r, 941.8 M x 00 t co N cci 943. 2.70 nchmarld-I °a 04i 1 O N x 942.1 O x n 942.2 40. I 943.51 A 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. 0 0 4t.a X 942.9 10.00 _- 942.5 >et 10.00 -- ,,o I % 43.00 u �CD / X 43.4 I 7 12.50 lo600 i-. co N,T / „ a W0T 943 N T ,a�I 400 CO• I fo4 > v O OC ao I_ 83.50 6.00 - ifi 1 10.00 10 on / J)d N89°51'3t"E 9.5 9 3.2 ✓ 943.4 x 943.2� /yaS.a 2. a4w.a 00 r r V 94�. O I t1, chI O.L chi dp vl o ; .E O ; 03 / S O CO h7. al M a 4 .010 `„ 1 fa 12.50 ri 1o.go C 1 / II ).00 1 943.1 o °ON89°51'32"E 41 0 /83.50Qa I I I 10 I a _ 943.4 X 4�5.8 948. E �--� In >I 16.00 94 �12.50 'ui K� ``i .3 oT_ (no n A 943,3 0 C. c cr. I 6... 4 00 I 03 3.10 > d 0_o°% '-, O cm `0 I Q 0 I o 6.00 ° v a m 1000 14.50N89°51'3 "E s4z9 83;5� 1110.00 `1T 943.6 944.E 37. p 53.0 6•00 I II a st rn to do N >s i••- m 0 N. /12.50 ID r 944.1 O� d- in. G7' CO . -,-' a 1 a I >a3 oL._ �; a / 0 --I4.0 =E //° //3594.686 1.00 6- /N89°51'32E Q1110,00 Ic I 1' 50 0 �+43.7 N o Imo. o 10.00 1 g Ice33 alc' 6.00 orn> Cr) O c9 Cr" a 3 4.00 12.501,6 `dam J..,.....7 952.8 10.00 945.5 2 and utility easement per plat ,ri a- 10.00 csk 943.3 !_x tw= 944.0 bw=(944.0 X 943.6 • 46) 0 ■ X 000.00 (000.00) PIZNEERevineenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIRECTS 2422 Enterprise Drive Ph. : (651) 681-1914 Mend otaHei ght3vIN 55120 `Project # :121194001 Fax: (651) 681-9488 www.pioneereng.com Folder #: 8699 r 1 *SITE UNDER CONSTRUCTION* AM curb and utilities shown are proposed 1:. Vacant X 942.4 x 942.0 co 0) X 941.9 V X 940.9 X 942.�189°51'32"E 83.50 V 940.8 940.7 - % 941.52 Benchmark! IX 940.9 X 943.1 C4/\ I 01 01 NI Y 942.00 Benchmark V x 943.5 Y I(.0 'cp YN 942.31 I Benchmark I 94g.2 X 943.3 Y V I 942.70 Benchmarkv x s4a.i U I:co l v "CO Y° p NI 1 F n F I 0 Io I I X942.0 X4.1 944.22 Y Benchmark' �I co, X 947.3 \ tw=(945.5) bw=(943.8) X 950.0 X 955.1 S89°51'32"W 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 all designed and built by other;'.' x 955.8 V x 943.2 Y X 944.2 (941.5) I 949.27 I Benchmark I x 956.6 x 953.0 955.4x V tw=(946.0) ei Y bw=(941.7) 83.50 House elevations (Proposed) / As -built Top Of Foundation Elev. : (945.2) / Garage Slab Elev. (CO Door : (944.7) / 1t AGAN ENGINEERING DEFT, 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, er Eng)neering, P.A. BY: Peter J. Hawkinson, Pfofessional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com Lot 1,2,3,4,5, Block 8, AVERY PINES according to the recorded plat thereof Dakota County, Minnesota Address: 4892,4896,4900,4904,4908 Avery Court, Eagan, Minnesota House Model: Ashton, Bowman, Ashton, Ashton, Bowman Elevation: EL1 N A Drawn by: C WM�Buyer: .1\ tw=(946.5) bw=(946.08) N 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = ( Revisions: I.) 10-18-21 Stake house Certificate of Survey for: Pulte Group 7500 Fly infloud Dri vSte 670 Eden Prairie, MN 55344 © Pioneer Eng ineer ing