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HomeMy WebLinkAbout13654 APPLEWOOD TRL - Original Survey MAXIMUM SLOPE IS 4:1 25% ��'��`�'1 L rUiZB A-1 I��L�.♦F+ �t}'� / NO GRADING IN THE D & U EASEMENT C���� {�`j�� ��1 ��� � �r�v j�t �z��� {�'�v AY �/ � RETAINING WALLS OR STRUCTURES i� i � IN THE D & U EASEMENT -�� i� o "L'L �oot �jta�im�ar;i U�'i J+g��•r;�jl 1t�IC:t1� �-•:• �'J � 9s �iXy_ZQninS�rdfnanc� - - - -, i� / 9S ' � ' � ,� , �,�`�� �-�- ; ERO�ION CONTFiOL � � � MUST BE IN PLACE � / / �/ fl� x 960.83 �S ,`�/� �/ 959, �' �1 9S9S Benchmark Ao�9' i gEFORE FOOTINGS , p ' ' � � x9 �� o�,, � PASS INSPECTION , �OO/�// /� . '9Sg4 2S S `�� � ,� � �� ..�� � �� ��� � � � � � _ _ �� 1 �v�'� � "���o�`�' 9S ;9S ;�x96 �9s�o <, 9 NO SPOiL PILES QQ�' / co��°y� 99 . °9 � , `� � r96a ��, x96o s°Sx A,�o IN RIGHT-nF-1n�.qY P� � // Oc . 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Service invert elevation = 950.2 + 0. (Per plan by others) � � o �1 Denotes iron i e Lot area = 8856 SF � `�v� 5 P P Lowest floor elevation per grading plan : 962.2 House area = 2538 SF �t � �� � �'�f Denotes service Porch area = 28 SF �t� � DO Denotes television box House elevations (Pr000sed� / As-built Sidewalk area = 27 SF '��,i � Denotes electric box Patio area = 165 SF \��� Top Of Slab Elev. :(962.9) / � Denotes telephone box Drivewoy area = 756 SF X 000.00 Denotes existing elevation Garage Slab Elev. � Door ;(g62.5� � Total Impervious Area = F IfT1PBfviOUS Coveroge = 9.68% ( 000.00 ) Denotes proposed elevation � Denotes drainage flow direction 1'�� � Denotes spike Construction Notes: �7 ������■ Denotes proposed retaining wail 1. Install rock construction entrance. 2. InSt011 Silt fence 4S needed fOr erOSiOn COntr01. designed and built by others. �' 10 20� 3. Sidewolks shett d�a�� aWay f�om house a minimum or ,.o�. PLANNING EPARTMENT REVIEW 4. Contractor must ver�fy driveway design. S. Contractor must verify service eievotion prior to construction. 6. Add or remove foundation ledge as required. 7 ��/ � � Scale: 1�� = 20� 7. Retaining walls are conditional; Wail 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 4-18-21 wos 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 Lots 3-4 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 = 972.84 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated O6/17/21. 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: Pi neer E gineering, P.A. Revisionx: P I.)7-2-21 Rerised I-lou.ac 4. No specific soils investigation has been performed on this lot by the surveyor. 2.�o�-ofi-2i s�,kzho�.� The suitability of soils to support the specific house proposed is not the 3.1o�o�r-ziGan�ea�n,c�,.�o�, responsibility of the surveyor. BY� 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, Professional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown are besed on cn cssumed datum. PI�NEER Lot 3, Block 6, eng�in.eering,P-A• CARAMORE CROSSING Certificate of Survey for: r-cn.r.cr�-cuc i.a�:,vu.�[a. i..�pavc[���wc t_�.i>�i�vc�v,_rr>�r. according to the recorded plat thereof D.R. Horton, LLC 2-122EnterpriseDri�e Ph.:(651)681-191-1 Dakota County, Minnesota �lendota lieichts,�IV ii120 Fax:(6Sf)681-9-tQR 20860 Kenbridge Court,Suit 100 �oww.pirnieereng.c��m Address: 13654 Applewood Trail, Rosemount, Minnesota Lakcviulle,MN 550-1-t House Model: Clifton Elevation: F402-A �952) 985-727'' Project:=:1 21 1 0201 7 I'older�:8643 Dra��n b�:CWM Buyer: N�A ��. � .