Loading...
4892 Avery Ct - Site Survey, Engineering Approved 2021-12-01912- A) C+ floc 3:1 Maximum Sloes or 1724.a.ining Wall Will Be 1=, 4uired P R V Raa- 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 SF Impervious Coverage = 64.5% 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 CO C0 0) N CO -00 cV X 942.2 9412.59 Be chmark cc 0 94 Be 11 /1 .72 nchmark IA // //` *SITE UNDER CONSTRUCTION* All curb and utilities shown rei Vacant are proposed X 940.9 X 942.4 X 941.9 x 941.7 X 442.3 X 942.0 X 942.N89°51'32"E 83.50 940 8 940.7 ---t94ig�-- _-G<----�<-----Qc 9 ---«--'--940.4) % 941.52 Benchmarkl 113 I`t Iv O 1 // 0 I // Z I 2.70 nchmarld-i 60 :hmark so o X 942.1 i\ 0 x n N9 942.2 943.51 A Benchmark 945.20 Be chmark A 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. O 0 0 943.3 M 94.3 Pit') X 943.7 tw= 944.0 bw=(944.0 X 943.6 • ❑O ■ X 000.00 ( 000.00 ) 10.00 sL vLC) 942.5x 10.00 10. I 2 .01CO/ 43.00 X 43.4 I 7 130 T �-. w ^ 12.50 / v ri A 943 N CCn O - 6 t a a m ,, °> a] v av -a"'a / Ii / 10- "E 6.00► LO• �- - I . 1 1 n nn n N89°51'3 9.5 ((83.50 .00 4 9 2 / 943.4 4J.23 943. 2 ^ U IX N CI NI.l 94 . i a VI o a /O 6 00• : �•9 .y �l �L -cr7 ai nE m )// 0l 4. 180010 1!- i i 12.50r+j al 1o.op 1 1 943.1( ''N89°51'32"E 41 40 83.50/•s 1 1).00 10.C� f 943.4 948.6 in 1b.00 a ' )q 94.3 12.50 r+j r a* �.,O.> �o o CO o 0 6.00 co .4- 0 • II'IllI 10.00 14.5N89°51' "E 947.s83;510.00 I• 10.00 1 943.6 l/944.6 .56.00 I 7)T I I n -� /12. 50/ N 17 d"' - ay Po KJ 1 ad0 �� - :0I Z •. 00 ab 93 41 el 0_L °� a• / x 445 o 6.00i I L 99;5 2 99 /N89°51'32E X51.s8Co'b.004 / i 5( N T 1 CO° 1 03 n /43.7 N 3y -0 p' N, o . 1� p . ill N C 0 a ,0.001 g la a I°D 0a e� 0 0 rn `i 'ai 0 / a 3 4. o m 0 1 "!- 1-1-- 12.50 f , 952.8 �j - 10.00ok_ 945 5 945. /43.b0 x 6.s _1• 7 p521 (944.0) -4- Drain age and utility easement per plat 0 10.00 to 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 • Denot Denot design es spike es proposed retaining wall ed and built by others. X 955.8 44.1 944.22 Benchmark' ton cco, IX 940.9 X 943.1 o-I` EV I of v Y 942.00 Benchmark Y II Ico Icp vo)• NI Y� 942.31 1 Benchmark 1 94f.2 o) N X 943.3 v I 942.70 Benchmark, X 944.1 Li.J )�942.1 I to 01I CO I N NI (942.5 Y O E.0.F 1 O 4 I 1 0 x 942.0 x 943.5 I v X 943.2Y k\_(941.5) I X 944.2 949.27 1 Benchmark I v V Y X 956.6 X 953.0 955.4 x ii• ♦ V tw=(946.0' ♦♦ bw=(941.7 83.50 House elevations (Proposed) / As -built Top 0f Foundation Elev. :(945.2) / Garage Slab Elev. @ Door :(944.7) / 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. BY: Signed: er 7neering, P.A. Peter J. Hawkinson, Pfofessional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com 1 tw=(946.5 bw=(946.08) 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: I.) 10-18-21 Stake house PISNEERengineering, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCLIITECTS 2422 Enterprise Drive Mend otaHei ght3v1N 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com Project # :121194001 Folder #: 8699 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: Drawn by: CWM I Buyer: N/A 7� Certificate of Survey for: Pulte Group 7500 Fly in1loud Dri vSte 670 Eden Prairie, MN 55344 EL1 1 © Pioneer Eng ineer ing