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4925 Avery Ct - Site Survey, Engineering Approved 2021-12-01ri Pvvem) CA- - / / 3:1 Maxim---, 'ope3 / or V..::.'ta!nk. : all Wdl Be Required _ �1 *SITE UNDER CONSTRUCTION* All curb and utilities shown are proposed X 942.4 X 942.3 943.46 Benchmark co CO 943.72 Benchmark X 943.2 CO (O 0) N X 943.8 943.75 Benchmark 8 N 8 943.75 Benchmark X 943.9 N 943.96 Benchmark tw= bw= 7 Bea:n 3r '♦• 946.0) x 9• 944.3) •♦• X 942.7 X 942.7 N89°47'03"E N N N N X 943.0 83.50 (943.3)N ., Vacant r) N 10.22 X 943.8 �j X 943.8 9.78 k--le 94'-L r s.00�s437--I 43.0� �� / 15 r e, v�0 -o N-ic a 3 12.50 ° p 3 6L00 co a 10.00%9°47'03"W 2 o d a] tY / / V '` ,_ _. °'` 3'7 p., '-.a..a CLN O. 10.22 83.50/ „ q 7R 2a� --/g.00 4.; wi �0 6700 I i a,o (n o rn / cn N v Proposed Driveway IL A 4.00 to a I w .o o� /= Q ,�... i 1 lam a ,P`) / 12.50 e` - ri 10.22 6.00 S89°47'03"W �� a I 9 78. • X '• y'8 XI943.9 10.0o o N O o�c 14.50 'M s_6.00_ of co3 • Q> .- 4.00 0 c r„oQ 0 or L. ;_ IZo -�- tti 12.50 10.22 `� /� U S89°47'03"W 83.50 ' a i ,r a x 4.1 t (//250/ a-�---YJ 978 1 ' I10a.00re) / 1250/'a cn40 T1[i O 0 CO /a-o E' 5„ A /83.50 /i0.22t)( ./oo j 1\ \` 410I 0CF) /� rnI 12.50/ N \ r 9.78 i s 43.00 oo - 4_94 =4 -3k_4.'c5__ - - - - Drainage an u •li y d 0 3 ♦� X 9 N N N X 943.1 943.44 Bencl nark 42.7 CO 943.6 �p N 943.7 i . N N INSTALL PERIMETER CONTROL // // // // // CV / / 03.7� CO I N N iI 943.6AI Bench arl, X qdR, \ I 944.4 \ \ .4 1 "' �r1\\ \ 44. �\ \ , 943./9 \\ G Benchmark V3 A XI194I3.5 \ \ T 0 O N 2 cti / oa/ 943.82 / Bellchrtlprk X 943.0 / Lf) IUD° C*0 943.5 1.6 O 4(5' 943.5 0 943.80 Benchmark 943.78 Benches 3. CO„4.0 943.8 N c 3 tw= (948.8) X 9 • ■ 944.3 South Bas'n 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 • ■ E3 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. Denotes w=(948.4) bw=(944.6) 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 wall designed and built by others. • tw= bw= House elevations Top Of Garage By Date 944.8) 944.1 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 Foundation Elev. :(945.8) / Slab Elev. ® Door :045.3) / EAGAN EN I\x .- 5 %Aiv L- EIO i\i L). Ir' d. i, 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: Signed: io, eer Engineering, P.A. Peter J. Hawkinson, professional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com PIZNEERengineering, P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Ph. : (651) 681-1914 Mendota Heights, MN 55120 F (651) 681 9488 Lot 1,2,3,4,5, Block 7, AVERY PINES according to the recorded plat thereof Dakota County, Minnesota Buyer: N/A www.pioneereng.com'Address: 4933, 4929, 4925, 4921, 4917 Avery Court, Eagan, Minnesota House Model: Bowman, Ashton, Ashton, Bowman, Ashton Elevation: EL1 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = ( Revisions: 1.) 10-1S-21 Stake house Certificate of Survey for: Pulte Group 7500 Flying Cloud Drive Ste 670 Eden Prairie, MN 55344 Project # :121194002 'Folder #:8557 Drawn by: CW11 I © Pioneer Engineering