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Service invert elevation = 937.0
(Per plan)
� Denotes iron pipe
3� Lowest opening elevation per grading plan :946.1
Lot orea = 9376 SF Denotes service
House area = 2416 SF ❑O Denotes television box Lowest floor elevation per grading plan : 946.1
PorCh area = 93 SF � Denotes electric box
Sidewalk area = 50 SF ❑� Denotes telephone box House elevations (Proposed� / As-built
D�iveway a�ea = 678 SF X 000.00 Denotes existing elevation Lowest Floor Elevation
Totol Impervious Area = 3237 SF ( 000.00 ) Denotes proposed elevation :�946.1� / 946.1
Impervious Coverage = 34.5� � Top Of Foundation Elev. :(949.3) / 949.3
Denotes drainage flow direction
� Denotes spike Garage Lip Elev. � Door ;(949.0� / 948.6 LIP
Constructlon Notes: ������• Denotes proposed retaining wall
designed and built by others.
1. Install rock construction entrance.
2. Install silt fence as needed for erosion control. 0' 10� 20'
3. Sidewalks shall drain away from house a minimum of 1.0%.
4. Contractor mUSt verify driveway design. REYISED 10/19/21 GRADING AS-BUILT
5. Contractor must verify service elevation prior to construction.
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 Vye 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 02/24/21.
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. Ravisions
P 1.)02-26-21 Stake house
4. No specific soils investigation has been performed on this lot by the SUfVByOf. 2.)OS-07-2IRe-stakehouse
The suitability of soils to support the specific house proposed is not the BY. 3.�os-zo-zi Founaai�onns-b�uii
responsibility of the surveyor. 3.)1u-19-21 Gr;,din�ns-b»ilr
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�pioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER Lot 24� Block 3,
engineering,P.A. GREYSTONE 8TH ADDITION Certificate of Survey for:
CIVRENGINEERS LANDFCAN\CRS LAVDSI�RVCY"�R,S LA\ptiC'>VCARCIIffCCTS
according to the recorded plat thereof I,eririar COl"pOr2.tlOri
2422 Enterprise Drive Ph.:(651)681-1914 �C1kOtC7 CiOUnty, Mlflfl@SOtd
Mendota Heights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600
www.pioneereng.com Address: 13908 Ashley Court, Rosemount, Minnesota PI}�mouth,MN 55446-4270
House Model: Foster EI Elevation: E3 Phone:(952)249-3000/Fax:(952)404-1909
� Project#:119250050 Folder#:8289 Dra��-n by:CWM Buyer. Lough
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