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S� �y? ..9p,� yA, o�� �8 ♦ `� � '? 9 / 'O J �I 9�,?��C.9� J�r � x X �/ •1 X '9 '9 / .•t,� 8 A�A�99� 9�� \ � �S �\O `� � / J Q '°F A ��X`Dpo x90 9 � oaQ �D,,�'D,,,, ,^� \ J�X� PJ � 'O v _J X .A/ � Ql x \ c�c� �O > ,� � 9�,� � /o�o��, 'o x �o , [� ,�s x ��� � � ���t �'� � ' `�'lr'�.��.J� 9p��� `�j� x� X X x X .s o��� •e ,v� � � �� ��s�,� � k�.���:�+ ,�-�'"� M �� �, � .a �,� .� e ,� � 's � � �`�a� x '��rp �� 9�, x s A, A,;n�+itt R�v�ev,P�d: � � /�,�� x X ' `�' O- J 9,j� Ail, �p� � O Date• � _ _ � r � A x y�� O�9�y �J �D� 'p �' J x� s � �� Jj � . ��i9T�J, Service invert elevation = 933.5 (Per plon) � Denotes iron pipe Lot area = 9646 SF +`� Denotes service Lowest opening elevation per grading plan :943.2 House orea = 2416 SF Porch area = 93 SF ❑O Denotes television box Lowest floor elevation per grading plan : 943.2 Sidewalk a�ea = 50 SF � Denotes electric box Driveway area = 857 SF 0 Denotes telephone box House elevations �Pro�osedZ / As-built Total Impervious Area = 3416 SF X 000.00 Denotes existing elevation Impervious Coverage = 35.4� Lowest Floor Elevation :(943.2) / 943.3 ( 000.00 ) Denotes proposed elevation � Denotes drainage flow direction Top Of Foundation Elev. ;�946,4� � 946.6 Construction Notes: � Denotes spike Garage Slab Elev. � Door ;(946.1� � 946.1 1. Install rock construction entrance. ■�����■ Denotes proposed retaining wall 2. Install silt fence as needed for erosion control. designed and built by others. 0' 10' 20' 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 �o�st�U�t�o�. REVISED 07/29/21 GRADING AS-BUILT 6. Add or remove foundation ledge as required. Scale: 1�� = 20� 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: Benchmark: 1. Grading plan by Pioneer last dated 8-23-19 was used to determine proposed yye hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant elevations shown herein. report was prepared by me or under my direct supervision, and Lot 4 Block 3 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 953.55 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 02/03/21. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction lans. Signed: io eer En ineering, P.A. Rev;sions: P 1.)02-09-21 Stake house 4. No specific soils investigotion has been performed on this lot by the SUfV@yOf. 2.)7-29-2lGradingAs-built The suitability of soils to support the specific house proposed is not the BY. responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land urveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�Dpioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER Lot 23� Block 3, ����$',P-A- GREYSTONE 8TH ADDITION Certificate of Survey for: CIVILENCIIJEERS LANDPf,AN\CHS LAVDSCtRV[VnRS LA\DSC�PGARCIiITCCTS according to the recorded plat thereof I,eririar COI�OratlOri 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota 16305 36th Ave N Ste#600 Mendora He�ghcs,MN 55120 Fax:(P51)681-�488 y Rosemount, Minnesota Plymou[h,MN 55446-4270 www. ioneeren com Address: 13916 Ashle Couft, House Model: Fosrter EI Elevotion: D3 Phone:(952)249-3000/Fax:(952)404-1909 Project#:119250045 Folder#:8289 Drawn by:CWM Buyer: Inventory n Pinnavr Fnoinaarina