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Service invert elevation = 951.3
(Per plan by others) • Denotes iron pipe Lowest floor elevation per grading plan : 963.3
�'� Denotes service
Lot area = 7878 SF � House elevations (Proposed) / As-built
House orea = 2421 SF Denotes television box
� Denotes electric box Top Of Foundotion Elev. ;�964.0 964.1
Stoop area = 21 SF ■ Denotes telephone box
Sidewalk area = 36 SF ❑ Garage Slab Elev. � Door ;(963.6) / 963.7
Driveway afea = 424 SF X 000.00 Denotes existing elevation
Patlo area = 130 SF ( 000.00 ) Denotes proposed elevation
Totol Impervious Area = 3032 SF � Denotes drainage Flow direction
Impervious Coverage = 38.5% � Denotes spike
■�����■ Denotes proposed retoining wall
ConStrUCfion Notes: 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.
5. Contractor must verify service elevation prior to �o�st���t�a�. REVISED 7 8 22 GRADING AS-BUILT
6. Add or remove foundation ledge as required. Scale: 1�� = 20�
7. Retaining walls are conditiorial; 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 Westwood last dated 7-12-21 was used to determine We hereby certify to D.R. Horton LLC that this survey, plan or Top Nut Hydrant
proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lot 8 Block 5
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 = 963.85
except as shown, os surveyed by me or under my direct supervision. State of Minnesota, dated 08/25/21.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Rev�sions
plans. i.�ox?6-21 Stakehouse
4. No specific soils investigation has been performed on this lot by the SU�V@yOf. 2JOR-31�I Reviseperclient
The suitability of soils to support the specific house proposed is not the BY. 3.)o�-os-�zcraa�o�ns-b���h
responsibility of the surveyor.
5. This certificate does not purport to show easements other than those shown eter J. Hawkinson, rofessional and urveyor
on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER � �ot 8, Block 5,
eng�neering,p.A. CARAMORE CROSSING Certificate of Survey for:
CIViLENGINEEHl I.ANi>FLAN\LHC LAVI)ti[iI(VL�'f1R.S LA\DSC:�PGANC'IIITCCTS
according to the recorded plat thereof D.R. Horton, LLC
2422 Enterprise Drive Ph.:(651)681-1914 �dkOtd �iOUllty, Mlflfl@SOtC] 20860 Kenbridge Court,Suit 100
Mendota Ileights,MN 55120 Fax:(651)681-9488
www.pioneereng.com Address: 13670 Applewood Trail, Rosemount, Minnesota Lakeviulle,MN 55044
House Model: Dover Elevation: F403-A (952) 985-7272
Project#:121102036 Folder#:8643 Drawn by:CWM Buyer: N/A
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