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X9,�� ��� �S x �'/ BASIN 70P (WRV-1739)
�'' x 9 ++� OUTLET=920.�
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�2 � �° � �1 100 YR HWL=920.0
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Service invert elevation = 929.4 / 9� S
(Per plan) /��s" � 29 �;���it Re�vie��d•
�
Date• � ��'� �`�
Lot area = 9631 SF � Denotes iron pipe
House area = 2219 SF 3� Denotes service Lowest opening elevation per grading plan :936.4
Porch area = 88 SF
Sidewalk area = 34 SF � Denotes television box Lowest floor elevotion per grading plan : 936.3
Driveway area = 654 SF ■ Denotes electric box
Total Impervious Area = 2995 SF ❑� Denotes telephone box House elevations fProposed� / As-buil
Impervious Cove�age = 31.1%' X 000.00 Denotes existing elevation
( 000.00 ) Denotes proposed elevation Lowest Floo� Elevation ;(936.4) �
� Denotes drainage flow direction Top Of Foundation Elev. ;�939.6� / 939.4
Construction Notes: � Denotes spike Garage Slab Elev. � Door ;(g39.3� � 939.2
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. Sidewolks 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 o� remove foundation ledge as �eqU��ed. REVISED 05/19/21 GRADING AS-BUILT 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 10-17-18 was used to determine We hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant
proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lots 9-10 Biock 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 = 940.05
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 10/15/20.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction Revisions:
plans. Signed: io eer En ineering, P.A. i.�la1F-2oscakehouse
4. No specific soils investigation hos been performed on this lot by the SUfV@YO�. 2.)01-04-21Re-stakehouse
The suitability of soils to support the specific house proposed is not the BY: s.)s-i�-zicradingas-b���u
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-phawkinsonCaDpioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER Lot 19. Block 3,
�117.��'1'l�',P� GREYSTONE 8TH ADDITION Certificate of Survey for:
CIVR.ENGINEERS LANDPLAN\CRS LAVDSURVCYnRS LA\DSC.aFGARCIIITLCTS
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
Mendota He�ghts,MN 55120 Fax:(651)681-9488
www.pioneereng.com Address: 13948 Ashley Court, Rosemount, Minnesota P15�mouth,MN 55446-4270
House Model: Courtland E Elevation: C3 Phone:(952)249-3000/Fax:(952)404-1909
Project#:119250037 Folder#:8289 Drawn by:CWM Buyer: Siddika
(C�PinnrPr Fnainaarina