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4900 Avery Ct - Site Survey, Engineering Approved 2021-12-01z{aoo Avevj C+ Lo 4- 3, 8 l odc. S 3:1 Maximum Slopea or 177.1"!nlrg Wall Will Be tio:,,quii'ed INSTALL PERiER 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% C0 Co of N 94R.59 Be chmark f 0 9 B ( M 0) *SITE UNDER CONSTRUCTION* curb and utilities shown Vacant are proposed CD X 940.9 Y X 942.4 941.9 X�42,3 X 942'�\J 189.51'32"E 83.50 I 9408 940.7 v 4) % 941.52 I Benchmarkl X X 941.7 X 942.0 942.2x 1, I� Iv 941.8 P) x 0p CO CO N oci 943. 2.70 nchmarid-i � I 94 60 Be hmark 00 0* O x 942.1 i /Ai //� .72 / nchmark A //EiN )//le // i\ 0 x n 942.2 h° 943.51 A Benchmark 94 .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 O 943.3 tw=(944.0) bw=(944.0) X 943.6 • El ■ X 0 00.0 0 (000.00) x1y0�00 .1-x 942.9 = - a42-5= t� 942.5x `h 10.00 2:6--4 r I Q, 55.00 o N / 43.00 X 43.4 17 �10. L 10.00 T__ tn0 N'N 12.50 / -o ,�i tT a� s 40a fo o> o_o °%/ a rn o I m °Q //0 �.' a 83°50 6.00 CO trl d+ 10.00 I I in nn ,i on N89°51'32"E 9.5 I 32 943.4 x 943. x F)AES 2. L44•V N P. cc��943.9 «1��� , V p co /o * I "> co 0_0 w.i 0 / / 0 E 0 O 21 •o 4.101.0 12.50 /� r) 10,Q0 J / I �•00 943.1x •°0 N89°51'32"E 41, 0 /83.50 QC- I I 10.00 I a U x 45.8 948./ ' 943.4 In In )1 110.00 94,.3 / J -o to ° N / 8 943/ � r C 0 6 CO % o•� 4 00 v I 3.1 o.> �}''� L CO a 0 6- NQ 2.00. o m 10.00 I 1'3 "E s47.9 83.5� 10.00 14.50N89° 11I0.00 943.6 I 944.6 3753.0 6. 00 -to `o �a1 73 top ^I //////1/12501.00 r 944.1 a '4.0 03 �l 0 � "I x 945 m'''' �. = N 66.00 0 „I .4 1 x51.6 3°50n .8.0(j.'1b.00. 99 /N89°51'32'1E f+ i 50 m> lO0 p 3 '.,• 4 43.7 o 39 .0 p' Imo' p L r", v o tll p 10.0D I 0 1� n. loe faro ? * `/ ';//(t ot m "�- 12.50 / 2 _L_i , /43.t02 6 10.00 945.5 5 a 945. g•g ~ 195 , 52 g ?944.0) 4 Drainage and utility easement per plat vic.:0)* d- 10,00 IX 940.9 X 943.1 /I 94g.2 Oj 942.1 011 NA I I I x 942.0 v Y 942.00 Benchmark v x 943.5 Y I� co Voi YN 942.31 I Benchmark I X 943.3 v 942.70 Benchmark x944.i Ico V CO YP I 0 I x y34.1 944.22 Benchmark'' �I c°D�t I X 947.3 PIZNEEReneenng, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Ph.: (651) 681-1914 Mend otaHei ghttAN 55120 Fax: (651) 681-9488 www pioneereng.com Project # :121194001 Folder #: 8699 Drawn by: CWM \ 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 Denot design es proposed retaining ,,pp'all ed and built by other".`•' X 955.8 I V I x 943.2 Y 941.5) I X 944.2 _ 949.27 I Benchmark I 4� x 956.6 X 953.0 955.4 x /444 U tw=(946.0) bw=(941.7) 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, that I am a duly licensed Land Surveyor under the laws of State of Minnesota, dated 09/23/21. BY: Peter J. Hawkinson, Piofessional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com Signed: ff(on, er Eng'neering, P.A. and the 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 Buyer: N/A Y tw=(946.5) bw=(946.08) 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions: 1.) 10-18-21 Stake house Certificate of Survey for: Pulte Group 7500 Fly inCloud Dri vSte 670 Eden Prairie, MN 55344 © Pioneer Eng ineer ing