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HomeMy WebLinkAbout13674 APPLEWOOD TRL � � i 3� Y/ i / i 3 � l ,4°50'25"W �+ i i , � ° i i ! `� �v o � / � 964�i 9e.<;s 96+.� Exi � � v� � � /� / � 6 /o x No c,t�n9 / .c N Y \ l I , e � 965.0 t9�6J. Se / 4 �/� � ^ � v� t� �/ / 963.g 6s: � 96)� 6 "•2� V1 � O � r / O Uz �n � �� / .6��� 96 4.0 x 96q.5 x 965•9 X 96B.? :.:.:.:.:.:.:. O O ��a i. •-. N / / �� , � 964.� X � ....... � � � � � � � � . . 63,g ^ 965.) v ....... a� X � y� O� Q � �963. \ \ �964. � \� x 965.t X 965.) x 96�32 � `� as / / ,� � � \ C� o ,a / O� /n/Q,' J 963.2 �63.�� I 964.4 x 9g5.1 �S1 � `i� 9B x .�.'..... i�� � � � � �^ / vV^ 963:� � 864.q/ 965.3 ge .5.4 �5.1� \ X 964.3 2 7 x 960.B x X ....... `i-i n c�l / �l/� ���o� � � x /� 96s.? 3 55 � � \ 96o.z 959•s � �-� �/ Q�// ����0 esz.s as'�' 963.i � � X �°J 9es.s w �," / ; "96a.e� � � "95g.a x ss�. � l ;,,� fiss x o � Y � � � 9g 9 ��96? 965.1 � 9, N f Q //! � 6`�j 0 �S � \ 959.� 4 V � R/ 27 e2: g6 � `5 � �� " O / % �1� ,� � � � x 958,g x gs34 .. �� � /1 / z 9 X 36 gB5.3 �� C�/ l; /� /'/ r;, � ` \ tr� �'c gb.� 95g�3 x 96g,3 . / / / � 965.3 5�� 8.8 . i j ' f� 96p 5 � X 96 `������ .:. / � "9 ' 1 � 958 3� o.z �'i�% x � / � . . _` , F Y� � � 96z.a 9 "96s.� �r 4 9 �/r-_,, J! i � p ` ^ ��x 9$9.� x ssa.9� ` 6,3.5�96 �,��� sss.2 96j 2 x ss>,y / / I 6 e4 ez.�px y �Q n �� �m ' N� X � x � 2> (gs)8 0 � / � s62 �3 a o t�' 9so.2 .��2 x y "9ss.r -- � `� � I / / .o • � � 2, x ss � _ v sa.� x s x / / s62.' � s.e o � s>> 9s e � � � / � 962� 9s2? � \96to 4.a oes.o,! � � ' 9.p� "9ss.? I � � x �958.��'°_ x ss \�I�j � � � � 1� I / - � N 962.4 �2.3 y 965.7.'� / r�, 96 X 8g� x 9g-� a 1.9 :�\\\ 5, x L � Y � � 967.6 • �l � �g� / � 0.5 7 I � ��\� 965.95 9e�z � � C N i � •Q /� sszs 9sz.5 96z.e z� � \ �� 56.2 '� `� � Y "9so.3 � � �, ss��ss "9s�,� �'O 'o� i � � ' 7 �__ � � � E I / 9s�.a � � ^� ` / ,� X 95 rn a.o / X ss x a �� %'' u a 9 9 x 95�? I v m =\���% / Z a� y c I ss�* ss�y �, 3� 67,5/ z5 X 96�4 � \\3.1 gsa•9 Ix � � ~ 9 fi 1.2 ����//� x 9 6), ... �N � C �++ . 9g�6 963.4 963.6 x 963.3 x 9 6 2.9 x 9 6 7 4 � � � I 957 g 1 �I�\� �6 1 � .."........... U� �� � �� I' . ��/ X 962.? \� ....... ' �, 5 // ,;' X 963'2 x 963? \ ���x\�3��`5g�9 x 9g9.? I �95j5 x95�� x g "�� m lyJ ��'' ~ Cp Z �',�`�I i/��M"'� 963.7 x 9@ 9g � �� � � 6j.p .............. � � 7 p� T 3.p x gs7.p �Z \ ��+ � : 956.8 ....... �Q � O O - 7 `��i , ��98 `� � X ss x 95 x 9 �������������� �+� L C� �U m -�,� �".'��7� /V�'o No�t'ng "9es.s x ssi. �93�Z ,�:8/ X 9s�s +�� J� �� av 2, Se s �� + �� Q � p Q o �c� O `54"� Cr�ded ssa.� 958.� X °�� C� rn� �� �o�iit r��v�e��d: x 96,.8 -� x 957 `\�� �o � � x 9s,. x � 1�356�s.a \_ � �? 3 � 21^ 22 s eso.6 /� x 9$,5 � �,_ � Date� � X :; x 95e. � � 30 00 963., X 962.� SX .;;.;.;.:.;. ° � REVISED 7 8 22 GRADING AS-BUILT 956��`9556 a � � x 9s,., � x __ 956., X�958,5 �����,�.�.�,�, Construction Notes: � Denotes iron pipe 1. Install rock construction entrance. �S Service invert elevation = 953.0 �f Denotes service (Per lan b others 2. Install silt fence as needed for erosion control. P Y � � 3. Sidewalks shall drain away from house a minimum of 1.0�. � Denotes television box 0� 10� 20� p.� c °`�� v 4. Contractor must verify driveway design. ■ Denotes electric box Lot area = 9192 SF � _, � T 5. Contractor must verify service elevation prior to construction. �❑ Denotes telephone box House area = 2333 SF ; ���; � 6. Add or remove foundation ledge as required. X 000.00 Denotes existing elevation PorCh area = 134 SF �a ,�--c � 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. �� ; �.�•° ( 000.00 ) Denotes proposed elevation Sidewalk area = 26 SF �o,D a q` Wall will not be installed if the grade is 3:1 or less. � Denotes draino e flow direction Driveway area = 508 SF .. 3 � 9 SCale: 1" = 20' 4) v x � Denotes s Covered deck area = 165 SF .� :�3 General Notes: pike Total Impervious Area = 3166 SF F► � aw3 � 1. Grading plan by Westwood last dated 7-12-21 was used to determine ■�����■ Denotes proposed retaining wall Impervious Coveroge = 34.4% > � proposed elevations shown herein. designed and built by others. Benchmark: � �, 2. This survey does not purport to show improvements or encroachments, Top Nut Hydrant o -o We hereby certify to D.R. Horton LLC that this survey, plan or except as shown, as surveyed by me or under my direct supervision. Lot 8 Block 5 �/ � � a 3. Proposed building dimensions shown are for horizontal location of Lowest floor elevation per grading plan :957.0 report was prepared by me or under my direct supervision, and Elevation = 963.85 �■�■1 ;,; �" t structures on the lot only. Contact builder prior to construction for that I am a duly licensed Land Surveyor under the laws of the �T� a „•, o F State of Minnesota, dated 11/02/21. F+1 � �z � '� approved construction plans. a .;� o a House elevations (Proposed� / As-built Revisions: N c 4. No specific soils investigation has been performed on this lot by the i.��i-oa-zisc�kehouse o Q s p •� surveyor. The suitability of soils to support the specific house proposed is Lowest Floor Elevation ; 9 5 7,g Signed: i eer E gineering, P.A. z.�ti_oy-�inddswaiee�e�arioos < .��, � n h r n ibilit of the surve or. � � / ' � Ot t 2 2S O S 3.)07-OS-22 G�edin As-built `�''ai N P Y Y � c�, w 5. This certificate does not purport to show easements other than those Top Of Foundation Elev. ;(965.9) / 966.0 ;� a h wn n the recorded lat. BY: c.. z� c s o o p Gara e Slab Elev. � Door ; 965.5 965.6 o c w 6. Bearings shown are based on an assumed datum. g ( � / Peter J. Hawkinson, Professional Land Surveyor � � �v� ^ p T.O.F. Elevation � Lookout:(961.1) / M i n n e s o t a Li c en s e N o. 4 2 2 9 9 em ail- h awkin s on ioneeren .com ^ '�"+ � °' �o � P �P 9 � f 1 . S N� F+ 1� G a I