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4908 Avery Ct - Site Survey, Engineering Approved 2021-12-0149 o8 A-v eiv5 C- L o -1-- 5 , gt o de.. 0 3:1 Maximum Slope or l„_,4 ; nir`g Wall Will Bpi : 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 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% CO N O A -0 Z 942.59 Be chmark ce 0 U9 Cr 942i 60 Be hmark /A chm ark A//4-% //� I // I A.0* 2.70 nchmar X 941.7 X 442.3 Ii I 941.8 M x CO co N 943. I� w Iv ao 04 x 942.1 0 N 2.7 943.51 A Benchmark 94 .20 Be chmark 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. PIeNEEReneenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Mend otaHei ghtdv(N 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com LProject # :121194001 I Folder #: 86 9 9 I Drawn by: CWMJ X 943.7 O 943.3 M943 M K co 0 N !_x tw= 944.0 bw=(944.0 x 943.6 *SITE UNDER CONSTRUCTION* All curb and utilities shown Vacant X 942.4 are proposed X 942.0 X 941.9 X 942.�v,89°51'32"E 83.50 -G<-----<-----«--e41.2---�<-X-sao.a 10.00 X 942.9 . 942.5x _ 10.00 �--���278--4 -�r5.0 I �.q, 5' °�� 43.00 x 43.4 17 ,o.00 T_ -, 12.50/ H' /a° 943 a, V) 0 ,� s Q 4oc 1 05 I a> •r // L a 0;0 m °Q 83.50 6.00 uy I 10.00I 1 ann �10 N89°51'3t"E 9.5 9 '3.2 / 943.4 1X 943. .c 2. y44.0 I �✓ � � 94 .c., CD 0 O 'd' I o.> g Dp sr,/ _Cli a 0 D E =O co o • OO 14 I tt l �`- 12.50 1� 1o.o p 9 943'X ° •N89°51'32"E 41, 0 /83.50 Qc_ III •00 10.00 I n n X 4b.8 948.6// 943.4 M ^ to >1 10.00 94.3 00 12.50 s el- -0T_ 010 N !"94307 r6 Q 6g 3 / O-� 4 00 1 1 3.10_0 dam' 0. D 0) / 6- (n co o .00� 10.00 I 0 ou 14.550N89°51'3,'r"E 947.9 83.5 110.00/ 943.6 '944.6 37.e'D 53.0 6.00 .__,H rq 17 12. 1o.d D �> .. 0 r- N 50/"Sr a.)m 944.1 to c o . '" o aI Io I ' 4.0 .00 ccoo Q3 o._ �� J 0r �; a / x 0 = N 6.00 I• ¢ P 777p ° n�i45 99 /N89 51 32IE//3594.68OboO,8 / i 4/.50 I 0 4 43.7 / �I'' o L / / N' 0 o 10.00I 0 1,0 K I'd s.on o? L_ L_ do rn'oi - o - / S' oaE 4.00 p 3 i m N .-. u7• I "`-- 12.50 / I c 952.8 d. I 10.00 949.5 n n5.0 J/ 43.t50 X 986.8 J O 7(14945.'' 951ii 944.0) "_Drainage and utility easement per plat v� d 10.00 X 940.9 940.7 940.4) 941.52 I Ben chmarkl IX 940.9 X 943.1 I V roI /I I 01 Y 942.00 I Bench: 94mark V 3.5 T Ico co Voi 7N1-i Y� 942.31 I Benchmark I 'I 94g.2 I � O942.1 II NI (942 I. E.O, X 942.0 X 943.3 V 1 942.70 Benchmarkj, X 9441 LLI Ito I V 00 YP I 0 I ' X 9;F4.1 944.22 Y jBenchmark' ran 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 Qp Denotes television box • Denotes electric box Q Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction Denotes spike Denotes proposed retaining all designed and built by other' I vI I X 943.2 Y 4)(941.5) I X 944.2 _ 949.27 I Benchmark I x 956.6 x 953.0 955.4x V tw=(946.0) x 955.8 bw=(941.7) tw=(946.5) bw•w(946.08) 83.50 House elevations (Proposed) / As -built Top Of Foundation Elev. : (945.2) / Garage Slab Elev. ® Door : (944.7) / LAGAN ENGINEERING DEPT 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: O(onner Eng'neering, P.A. Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com 0f 1020' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = i Revisions: 1.) 10-18-21 Stake house 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: E Buyer: N/A -41 L1 Certificate of Survey for: Pulte Group 7500 Fly inCloud Dri v8te 670 Eden Prairie, MN 55344 © Pioneer Eng ineer ing