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HomeMy WebLinkAbout13621 APPLEWOOD TRL - Original Survey 9�°� y�Si��L�. � C��lU A-1 �4i^;"�.�R BOX h'AXih1UM SLOPE IS�3:1 (25%) COVER OVER C�TRR Pe�1r T�►J p�Tbrx- � � � �:^�:4,�� .�--� ^:0 GRADING IN THE D & U EASEMENT 9 , �,�,c�i�� r�� ��� '� ;,;..;y .,.� 'vC RETAINING WALLS OR STRUCTURES s9x '�� F"�°���'��i'���9 ����$���� m ` ��. I�'v THE D & U EASEMENT 960 9s9 City Zoning Ordlnar+cs `,; s � AU� 2 3 2G2� `� � x , x �(:.� �96�.7 � � 1 � E.O.F � h960 ,9�0 �Y: _ J 9 � � � � ,��� x 96� � J 6��x �.; `r� ; EROSION CONTROL � \ o D�O � ,�� �� � � �� 9s9� �,�a���Q�o�, �\ 9s,9 ss � M�JST BE If� PLACE � �• x9 oc e� r x �. � BEFORE FOOTINGS ; \��s S9',' ,c��ee�!� \� ,�°�� � � PASS INSPECTMON ; 9 (C 1 �O / � s9�x 9 J // Q<e���/ 96? \� 96� `�/ '_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ' i x �X � 96O 9d 9���0 / x \ � \�\ �X �9/5g81 i� 9�'� �Benchmark NO SPOIL �'iL.ES (960.5 9s°D \�� � 9 14 \� r \�� �N ����1� �'r�r,..`/':�,^iY E.O.F � " ��c�� �2 �1 9�, �\ �o ,y, .r i �'°s 'y�.o � � \�\\ X �J6 96J � ��� s �G �S \ � 'I� ox � � ��� f0,� SN �°O' � � � � � �d > �O�O� �O I � ' \ 96J \\� / / 9 \\\ 96J 9 �'� i \ 0 9sc'\ •� 6`� \� 90,2 'O � \ x ��q SX \ d i I /k � � 96 � 9s2\\� O l� I 96 . � O // i � � X ��� � � � ,�� ��r �� a x ' , �� 6S \�\ � 'oQ° o5e •'�6'� � J `� 96.r . J o , '°�,,r <°Q J5e O \� � �x � 9a, � 96, O� �p Q �O G. 0 \ �, \\ /\.i c�s \O .�0, � �Q� � 9� //��1 x x I \ O� SJO X/J6 6'y'11 \ �'s j'', ; \ � 963.08 �� � 9 I '� ; \ ��6, Benchmark �(1 962.99 \°'9 � I ,- j 0 9�, Benchmark � x i e \� J � p ` O� x �� \ s GO`O i 96� \/O� 96�9 96 V� 9� \ � O i ���1� � C�� X ��x/ �j� sX � � ,O , i ss � ' \ �j ' 9 � t� � � i ��' � \ r' s, � ,� � \\ � 96, ��0� � � �.O 6�� \\ 9 \ '�1 �x 9 2 9 /> 6�/ s/� lS o�� s� c�e'� s " 96 `� ,9 UaCaYlt �j \� ' ' QQQ i 9s �pQg`t��� \ J S 6�9 O� � '���. � 9 �y QO��J � ��� �0 (� Dv \ 9s 9 l� 94, � /O�� 94. 96 � y � 6• � ?, o �. ' �}. �1 � x ,�6� 9 ' � �o� � 6�y• i � s�� / �� �.�1t\ `Oi �}_p 9 i 96, � \. \ " s� x 96 J / 2 \ � ' J �11 'x � ` �\ / 9 / � ��J�p •� � 96,9 610 �� �/ I � 962.73 9 � '�� � � ��� Benchmar� X 9s 9 ��'J� �� P�� �i/ � 91 /� �hO � �� �� 9s���. ��'6��' /p0 96 l - O � '' i%�,`C, i / '96 �i / �6 � � �� P � � �� � , � �o / ,, L� \� / / Service invert elevation = 952.0 � � // (Per plan by others) � Denotes iron pipe Lowest floor elevation per grading plan : 964.0 Lot area = 8239 SF ,�s� HOUSe area = 2420 SF Denotes service Porch area = 152 SF ❑O Denotes teievlslon box House elevations (Proposed� / As—built Sidewalk area = 36 SF � Denotes electric boz Driveway area = 426 SF � Denotes telephone box Top Of Foundation Elev. ;(9B4,7� � Total Impe�vious = 30� X 000.00 Denotes existing elevotion Garage Slab Elev. � Door ;�g64.3� � Impervious Coverage = 6. ( 000.00 ) Denotes proposed elevation � Denotes drainage flow direction Construction Notes: � Denotes spike 1. Instcll 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. Sidewalks sna�� drain away from house a minimum of ,.o�. PLAN�d! G DEPARTMENT REVIEW 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. �` � � 6. Add or remove foundation ledge as required. lJ Scale: 1�� = 20� 7. Retaining wolis ore 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 Westwood last dated 4-16-19 was used to determine We hereby certify to D.R. Horton LLC that this survey, plan or Top Nut Hydront proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lot 8 Block S 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, as surveyed by me or under my direct supervision. State of Minnesota, dated 08/02/21. 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. �te�i.ion. plaflS. I.)h3-03-21 Smkchuu.e 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability 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 Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email—phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER Lot 14, Block 4, engineering,P.A. CARAMORE CROSSING Certificate of Survey for: i'tli F�-�.�f�FHC L�\_��L����Rc �.��-[�Sl'Pt�f.1'iNtS I,��DCC'�PCARC'i11TLl'T�' according to the recorded plat thereof D.R. HOIrtOri, LL� 2122EnrerpriseDri�c Ph.:(6Sl)681-1914 Dakota County, Minnesota Vlendot�He�ghts,�IV 551'_0 Fax:(651)631-9488 20860 Kenbridge Court,Suit l00 www.pioneereng.com Address: 13621 Applewood Trail, Rosemount, Minnesota Lakeviulle,MN 5504�t House Model: Dover Elevation: B—F403 (952) 9R5-727? Project."• :121102027 Folder=:8643 �r1�„�ny:CwM Buyer: N�A ��. � .