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HomeMy WebLinkAbout13639 APPLEWOOD TRL - Original Survey a: �OO��YcA`s�.1"fit'n'i.94�� �.�1. 9'�U��r.�,°�F�y` `l,;�is.u4:,T3 �;'='�,r ��ty�unin� Orclinanc� MAXIMUM SLOPE IS 4:1 (25%) n�0 GRADING IN THE D & U EASEMENT � �U RETAINING WALLS OR STRUCTURES �O SPO1L PILES IN THE D & U EASEMENT 9s.�t x S9O , / / xd �� RICHT-oF-ln�av -��`s9 INSTALL P�I�D A-1 Ni�TER �OX s A�/ A .c // x/sy �`-r��*,��.'?� e1(.,;,. ,.Y r--���T:Z3? f.?/-1!� T*,? 71l!�' �.'r'9.1,�l�1! Q�` S9Sx / 9X .. , ..- - � _. .. ��� �� � � � � � �_ � � � � �' ��v 9S'' (ESO.F. / s SS 9S9 , 9os ��� �S ; EROSION CONTRQL � 'X 9 � 9S9 X x I L J , 1 ,,� SX,�, s �so 26� ; MUST BE IN PLA�� ; ,h'S � � � S9Sx ` 9so �x ; 3EFORE FOOTINGS , h�� �-�- � \ � � ° s X ��� ; PASS INSPECTEO�1 ; , ' /� \,� ^� 9�A �/ D( yS, � \ / � �..// _ _ _ ' ` '� 9Y ,��1,� �! � 9 � _ _. _ � _ � x � �'`�Q�o�`� �� \ 6Os 960.86 �� �- - - - - - - - - '9�, a � / �,� � x Benchmark��� A''o � ��X o�Qe/ 9s � � �9 9 �` yOpOSe \9 9SeSXsee �/ s9,xco�'��j� �ex 'R! sso \\ O� s�st s�gx\�`.\ Sto/r�se a ,S� se?(� " � otoo���/ �\ .9 x �;, J �\� x 0 p0 /1 9S� s� � X9s9 e/ 11 \\ ��/� \ \ \\� 96�* L�t e'x 9se2? Jp ' / 96� ', \\ 96p � \\ \ 9s7 \• 9S / •O � 9 X 9 SX �• \\6Q9 /x 96!?�� X � 96�9x s9� �j1 6/ o�(o -�- � ) �� v 6� i X \��/�7• 9s,9 9�� ` � 7 �O,�� \ S8 �/ / /' � 96, ro�L' � �,• \ �96, � � 1 //y/x,v � � �x � O� �� \�� \ 96�0 ��J ��. �'.i�rpry 9s f` S9)Sy� 9sOO� OQ 9y��' �\ �\ � // ` 00 / x \ � rO 96� \\ �� \\\\ / x \ x (�?X �. � �9 �.�� 960.64 �� 9s,\ 96!0 ��a� 9s�� `jS� �.\\ \\ 6�SJ� Benchmark / ° �� " � � \ O J �• �s ! �\ �/ Q�,Z.� p• \`� � � i It � �� 9 �. gs �\ O�� 9s9 " 961.48 h��.\ Q s�s" �� �o �Y�/\ � 2�`�� s S �3 Benc9 mark�� \�� �s pp •o � so� � � / � � 9 .��� ,c \h s� � O / x �� e x \ , s G � \ ��. 1 � � O ,\ � � 9`S9 � 96 � 9 � � � I L 1O� \\\\ ''9,3`` ` ��O' 9s,�/��� �^� .` S �9 � n �\\ ' ' x ) �p�� � v � �� 9sg 9 � fo�Ox �i �\\`s?° 96�6 ��\\_� s�o p�� I�� �� /�9 \ � �1 ys. ���i .cs2 ix� \\��9so p� o� 96�ap0 ��p s�e R90 i X\\ ' /�i �\\ S s ���a �p• I � ( Ox , / 9so� ? � � / S' i� 9s�` i� ��� 8 / 2 9s�p �o`� �,a ti �� •�X 9e�� �\ ��qs� � ?p� �a O ` o�o� / j l�Sr- x \\\ .8�9s', \\ �O // ss'2 QCpQ� ��, 96 // \` � �96,� � Q �0�� ��x i�/ � / / �\ �� y � / � /� � / '7O� 96 ��\ � � / ��• ,�� " �� �L°s 's x �� �9 � \ / s (� � �`� / ���r s� Pa ���,,s s�.�J \,� i� s°� dy� � � a � '9 \ ��� ph,\`� S��Y/O� � , 94,J6 / k �j � ya, JO v�//�In�/�O// 1 J � x 9 G, � 1 �� \�T B i o���6 961.48, ss � sO3 1�/ �r� R) �� X L Benchmark 'J �/ nQ �/ '9J �� 11 / /�� / � /�0' 960* / /� �/� 96'✓x L �� / / i / � / �/ �i� sso /� / � � �s / i // / / /� / �/ �� /� � // 9 / � S� � Service invert elevation = 950.3 �x �� i/ (Per plan by others� � Denotes Iron pipe �'p° Denotes service Lowest floor elevotion per grading plan : 962.3 Lot orea = 9269 SF � Denotes television box House area = 2660 SF � Denotes electric box House elevations �Pro op sed) / As-built PorCh area = 106 SF ■ Denotee tele hone box Sidewalk area = 27 SF � P Top Of Foundation Elev. ;(963.0) / X 000.00 Denotes existing elevation Driveway area = 712 SF Garage Slab Elev. � Door ;(g62.6) / Total Impervious A�ea = SF ( 000.00 ) Denotes proposed elevation Impe�vious Cove�age = . � Denotes drainoge flow direction � Denotes spike ■�����■ Denotes praposed retaininq wall ConSt�uCtion NoteS: designed and built by others. 1. Install rock construction entrance. 2. �nstall si�t fence as needed for erosion control. PLAPJNING DEPARTMENT REVIE!�e 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 construction. `� I �� 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the grode exceeds 3:1. Scale: 1�� = 20� 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 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, 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 Signed: io eer En ineering, P.A. Revisions plans. �.)o6-2x-z�stukelwuse 4. No specific soils investigation has been performed on this lot by the SUfVeYOf. 2.)07-09-21Newhouse The suitability of soils to support the specific house proposed is not the 3.)o�-iz-zi ae-sia�eno��,e responsibility of the surveyor. BY' a.)a�-i�-z�F�X��pper�l�r��c 5. This certificote does not purport to show easements other than those shown e er J. Haw inson, ro essional Land urveyor s.�ox-iciztc�ryco�,�»e�« on the recorded plat. Minnesota License No. 42299 email-phawkinson�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER � �ot ,,. Block 4, eng�neering,P.a CARAMORE CROSSING Certificate of Survey for: ('I�'ILf:Nt,INEEN� LANUYLnN\CN� L��'UtiUNVL)CMlS L1�DtiCaVClRtI!f':tT according to the recorded plat thereof j�.R. Horton, LLC 2422 Enterprise Drive Ph.:(6Sl)681-1914 Dakota County, Minnesota �pg(�(l Kenbridge Court,Suit 100 Mendot�lieights,MN SS120 Fax:(65l)681-9488 - www.pioneereng.com Address: 13639 Applewod Trail, Rosemount, Minnesota �akeviuue,MN�5044 House Model: Morgan Elevation: F406-B �952) 985-7272 Project#:121102016 Polder i�:8643 llra��n by,CWM Buyer: N�A rl n��,�,vN,-r..,�,�,���-�;.�<�