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4929 Avery Ct - Site Survey, Engineering Approved 2021-12-01401261 -Ave C+- Lo+ 2) Iglac `7 / 3:1 Maxim or required *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed X 942.4 X 942.7 X 942.7 N 89°47'03"E P•Fk x1 Vacant • X 943.0 83.50(9N x943.1 433)N X 942.3 10.22 943.46 Benchmark r) ao CD N 943.72 Benchmark x 943.2 <L. C0 - 943.75 Benchmark (0 (O N X 943.8 N 10.22 -)E 944f / N tD • 0) ro v i aoa �0 0 co a. 10.00 0 X 943.8 43.00 9°47'03"W X 3 1-15.005 0 X 943.8 12.50 os N 0 83.50 943.75 Benchmark X 943.9 943.96 Benchmark O O Z943.7 'c En' 0 0 t 0 a I'o r2 = Q ioa000 M 10.22 X 1943.9 6.00,S89°47'03"W 10.00 0d a 6.00 rn 10.22 N tw= bw= 3 e 946.0) 944.3) • X 9 • M • 10.00 N I.o d o n 4.001�r ft...00 Sri 63. vt 0 10.22Cn • X 9• 4.00 r) m S89°47'03"W 0 O os N a �E 0 = 0 m S89°47'03"W 43.00 94 rn 0 2 12.50 9.78 \ \ x 943.1 943.44// Bench Bark X 942.7 M 115 am -0 00 to 3 00 0 oI- M 8 943.6 CO co 943.7 r. A 7R ��- /� 1843.7Kr M00 a0 0.-94•p a `! a-m N r4 10 0 .0 9 o•gy.8 78. ^ T 944.4 re) n3 a;�o> 12.0/ x INSTAER LL CONTROL // // // // // ce // 943.82 // Bal i chlriprk X 943.0 // coo// c II 943.6l Benchlllar xoaII i ii ` 44. °(Xi %\ C 943./9 \\ A Benchmark\ 12.50 0 9 78 i 0 > a1 03 00 o- o 0_0 O O M rn X 943.5 111 (�O .O 943.5 1n O ♦ 943.5 O 943.80 ,, Benchmark an ° o 3 _ ao ao 943.78 9.78 Bench�rC _94'.r.�=A >J o3.P e0 Or944.0 Ccr 943.8 • N i 9 43. 4 tw=(948.B(1/ bw=(944.8) 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. X 944.2 83.50 • ❑O 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. PI $NEERengineering, PA. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIEITECTS 2422 Enterprise Drive Mendota Heights, MN 55120 Ph.: (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.co LProject # :1 211 94002 Folder #: 8557 Denotes Denotes Denotes w=(948.4) bw=(944.6) iron pipe service 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 Top Of Foundation Elev. Garage Slab Elev. ® Door By Gate EAGAN EN 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 : (945.8) : (945.3) I EWES RING DPI: 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: Peter J. Hawkinson, i'rofessional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com Signed: , io,1eer Engineering, P.A. 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-1S-21 Stake house • m H Drawn by: CWM 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 ouse Model: Bowman, Ashton, Ashton, Bowman, Ashton Elevation: EL1 Buyer: N/A Certificate of Survey for: Pulte Group 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 © Pioneer Engineering