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HomeMy WebLinkAbout13638 APPLEWOOD TRL - Original Survey .. •/ / r�,� . ... ' ' .-,, .. . � . .. /`� � • C��%E� (j'W�E�� ��i, _, .. , ;' ,,�, . _., ,�,,, h1AXIh1U�ti4 �LOPE IS 4:1 (25%) / 9s,� NO GRADING IN THE D& U EASEMENT ,/ � �UO RETAINING WALLS OR STRUCTURE� � ,' �'o ' ' '��+'��" � '"' IN THE D & U EASEMENT P� � �' � 22 F°r�g��a����� �h��r�����' � �� ' � City zoning Ordinanca �: / � � � � O� � `� �' - - - - - - - - - - - - - - - - - .. � � . ��� ,� �'�� � o ' � ; EROSION CONTf�C' Q�'� 6 0��� ° � p/ � MUST BE IN PLACr:. Q,Q 5�•�o• �'`, � : �, � ,�;•� x � �j� �,� � � . 96`�6 9��o x96 � BEFORE FOQTINCS ; �; � � � , 2 ��,� �,� , PASS INSPECTION ; � �/" ��.� ��� � • °� �/ �� �p r'� `�ro ;' ./� '- - - - - - - - --- -- -- - - - - � e '�p 9 i x i�' /� � 160 �� ��� 6'sy�� 9s� �o N Q \ ��/ ��' � �. a ' - 60� � � � �'� �, 962.62 p s>- �� SPOIL PILES / ' �i� � � ' �+ �\ / �`fl62 � \ � 8enchmark A> �N R�� / m �r 5Q' \ �i aHT-nF-v1/AY 0 0� � �i � � ,o � �oQ e� � ' � � '° LL � � m. / e�t�� 9 �� yo 0 v'O m•. I� \�p 6�j� i �'? �\ �� Sf �'s Se . 9d,2 �6�1 1 96,2 � �J [1� i \\ X�jr`o N �' . a ,��1 0 �� ,, �o v ; \ �r� � 9,,2 a . /`96 � + i9 �f I I �\ �� \\\ s x96 ' \ , s 'S �e ; � � , � / � �❑ �j 5 \ �6„�0`90 c�, 9°'�o O Gp�O I I �\ �j �\ p \ �� � x9s �, \ A � ���j �rO s2 � � s�,\s 0 ��\ �X962 J $� �� 9 � � �� 96 2.6 4 �� .s�,� � °�?,, 6,� � ��\ �� O Benchmark p �� � \ i '�o � �\ /'6, X9Q�� \ X96 \ �\ /r'�. �OO I 6��1 �,�J \ � � �X ,`�� �g � \ I i ea , . ; \ �� 9s?r 5 ; \ �� \ �� `s�j9 � Q<°�o�o�G. ' \\ �`�J� Benchmark x'96�Y � � J `` � I � � � � ��O x x9 \ \\�O X x / 9s� 6`T 1� `46 96i O� � '� � 9�, � s y I 6'j � f i ; 0 ?' \ \ � Vacant �O \\ 1Op�. 9�,� I�� �'o,�p�6�6 \ x \� "s / X9s � `r O� 96� �� ,6 2 / 96� ? \�s� po`o ' s� g.��1 �� "'�6�9 L����/ e 962.66 \ � x` �',�6 'o x x Benchmark� \�� \ \\\ `96�, / /�\'C'� ,9 9a,O 96��960o9s9� \ � �O ` \ 962 x (�a J Q\O x9 � �9 � �f s / p e,< S9 x6'� \ •� ��e ,�Q s J �6'��, �`s�J �' �� �� �'��� e� 1 � � x �c° et� �� \ 96� \ / \�CO� 9r � x o x / � x s s ` OO J( C2� 'J \���s,J `9,y�, ��• � X O ^ 96� 96i �� � � 9 ` S � ��� � X9 ^ J V� 1 S, ,G.V 9��O1 9s� x9 p °�Y� .J � x 9 s�, �� �, f� / x x 9s � � 9s o 9S��, � � ' ' � C � � �� N �O � m i Service invert elevation = 951.5 (Pe� plan by othe�s� � Denotes iron pipe �p° Denotes service Lowest floor elevation per grading plan :963.5 Lot area = 7507 SF ❑O Denotes television box House area = 2423 SF ■ Denotes eiectric eox House elevations (Pr000sed� / As—built Porch area = 103 SF 0 Denotes telephone box Top Of Foundation Elev. ;(g64.3� � Patio afea = 130 SF X 000.00 Denotes existing elevation Sidewolk orea = 27 SF ( 000.00 ) Denotes proposed elevation Garage Slob Elev. � Door ;�963.9� � Drivewoy area = 461 SF � Denotes drainage flow direction Total Impervious Area �4 SF Impervious Coverage = 41.9 � Denotes spike ■�����■ Denotes proposed retaining wall ConStruction Notes: designed and built by others. 1. Install rock construction entrance. 2. Instoll silt fence os needed for erosion control. 0' 10� 20' 3. Sidewalks sha�� drain away from house a minimum or ,.o�. PLAfv NG DE RTMENT REVIEW 4. Contractor must verify driveway design. S. Contractor must verify service elevation prior to construction. n A �� 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. Benchmark: General Notes: Top Nut Hydrant 1. Gradin lan b Westwood last doted 7-12-21 was used to determine ro osed We hereby certify to D.R. Horton LLC that this survey, plan or 9 P Y P P report was prepared by me or under my direct supervision, and Lots 6-7 Block 6 elevations shown herein. that I am a duly licensed Land Surveyor under the laws of the Elevation = 964.64 2. This survey does not purport to show improvements or encroachments, except as shown, as 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 plans. Signed: io eer En ineering, P.A. Re��t;���: 4. No specific soils investigation has been performed on this lot by the surveyor. I.)ns-3fi-2i Siakchousc The suitobility of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than those shown on Peter J. Hawkinson, rofessional Land Surveyor the recorded plot. Minnesota License No. 42299 email—phawkinsonC�pioneereng.com 6. Bearings shown c�e '�csF� c .^ cssumed datum. PI�NEER �ot �, Block 6, ����,PA• CARAMORE CROSSING Certificate of Survey for: t':�'ll 1�.�'(,t�"IP•, 1��:�1•fA��CR< LA�'DCLR�'C�'ilR( L��U[C�FL1Ri1'f':t'I',C according to the recorded plat thereof D.R. Horton, LLC 2-122EnterpriseUri�e Ph.:(6S1)681-191-1 Dakota County, Minnesota �lendota lieightti,vl�l 5>120 Fax:(651)631-9�1�8 "_'Of�60 Kenbridge Court,Suit 100 www.p�oneerene.�o�t, Address: 13638 Applewood Trail, Rosemount, Minnesota ►.akcviulle,M��504=t House Model: Dover Elevation: F403—C �952) 9R5-7273 Projcct�':1 21102037 Poldcr 1t:8643 Ur2��n b�-CWM Buyer: N�A