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HomeMy WebLinkAbout13740 APOLLO WAY Service invert elevation = 937.04 i �G � G,J / Construction Notes: (As-built by others) L�i� ��� ;�� �\ $..� �' � c�► 1. Install rock construction entrance. Lot area =12424 SF i� � 'Q� �'6 2. Install silt fence as needed for erosion control. C� o Housa area =1902 SF i� �j� �Q$ �\' 3. Sidewalks shall drain away from house a minimum of 1.09'a � Porch area =80 SF L // w\�p �� 47•4 4. Contractor must verify driveway design. .�.� Sidewalk area =70 SF / � // �� / / , a 5. Contractor must verify service elevation prior to construction. Q� •� o o � Driveway area =916 SF � 47•3 6. Add or remove foundation ledge as required. � � N c� � � � � Total Impervious Area =2968 SF / �� � X,9A7.6'. � � O � �X Impervious Coverage =23.9% � /� /� 947'Z 9��s.,°.� 94� General Notes: " � / � ' 1. G r a d i n g p l a n b y P i o n e e r E n g i n e e r i n g l a s t d a t e d 2/2 3/1 7 w a s u s e d t o � �z ,"�r, w �/ /// /�� �9��4d• ; .�5 1 determine proposed elevations shown herein. C.N � � z o � � � � / a�. �i 2. This survey does not purport to show improvements or encroachments, Q U � � g �L �/ / / 946.9 �' 947 5 � excep t as s hown, as surveye d by me or un der my direc t supervision. � �n �\ /� / � x eaaa �Q 3. Proposed building dimensions shown are for horizontal location of � i.� � 7 � �1� / / 9 � o ❑o saa-+ IJ� structures on the lot onl . Contact builder rior to construction for � "� ° N /� 1� �( �, /� � � /� �j 94�•9 � approved construction plans. P U � � �,c� � p,�p�J O / 947.1\ / \ 4. No speciflc soils investigation has been performed on this lot by the �..� � a o"'"+ / � �� / 948.7 , . \ / �3 � Q� �� �//'Q S•+� / � � / x sa�.a \ G s u r v e y o r. Th e s u i t a b i l i t y o f s o i l s t o s u p p o r t t h e s p e c i f i c h o u s e p r o p o s e d i s �� � ;; Q� � y � �� not the responsibilit y of the surve yor. � a r / �.S X 949.2 /y Q ���d� �\ 9489 / �� � 5. This certi�cate does not purport to show easements other than those a � /j����l�� � � x�4 7•9 � x sae.s shown on the recorded plat. � � / � / �• a�i.� cr�� � 6. Bearings shown are based on an assumed datum. � / / � �� /� Q�/ sae.a /� sae.�>� \� Y � ��. � / ��\ x 9�7 \ � Danotes iron pipe / � /� 948.3 9�6 / �\ \ y� '�° Denotes service / i �� 9�� / �e \ \� 49� OG N�, QO Denotes television box � � � � 949.4 N� � Denotes electric box �� / � // .j. 946.4 / s47.7 ^� Cp�O� e . 9ob�Z x�9.1 �0 S �❑ Denotes telephone box � p y / �j / y'��� � �� X 000.00 Denotes existing elevation p O x 949. �� �� 946.2 % 4 '�f ga7.6 lv+��,� '�� ,� x 948'z � ( 000.00 ) Denotes proposed elewtion � � 1 c / � � 4 � .i?O •�` � x 948.9 � Denotes drainage flow direction � c `// ! d e,� � s48.o �p� O \ � Denotes spike Z � � �Q I 946.4 949.4 �� \ � / 949. 949 �� ��i� x 948.9 950.2 Q v Q c C I / x s4�.t x 9�•8 • ��� �'' � Lowest opening elevation per grading plan :950.0 F Q� o g ' �: 14l3- f Q � X 948.4 sas.a 949 g4g,5 ; _ 26+ � 9 x s4e.� Lowest floor elevation per grading plan :9422 N p -p C � °> i � sae.� / �=-- -�p �p� Sodded Q �._ � � \ I � �.. sas.a 1�` �e x sae.z Y 'v� �°W v � eae.s x 9�•8 � 49.3 � House elevations V � ��` 1 � --- ' \� 1Proposedl / s-buil �� 0 ��n � sas.s 94 T �;a��a � � x 9�•e eae. �`-�' '' Lowes t F loor E leva tion ; g47.0 946.7 FLOOR m�C V+�' o� � s4s o° .. �� x sae.� ��- % x sas.i� � � ) � � c 3¢ � � � I bmckk �3 � yo.� y'�� y� %� � �j Top Of Foundation Elev. :(950.2) / 950.2 �j W � o �` 'I ^ s�. �as.z �.z ^s.3 X�.�•` X 947.9 �.s s Q°�° (�,+�°J .%� � � x gaa.s •� Garage Slab Elev. � Door :(949.5) / 949.2 O� �(�j a o m � 3� �� h �� 9 .� � \ X 949.1 � X .e J(n �� a� 1 ' p . �O 946.7 � 949.7 �. . � \ } .� Q � y ��f� ` � \ �` : � W �C � v1 I I ' 946.1 �� � X 946.7 _\ x 947.6� x 94&8 ,� `g$1.1 `�� x 948.3 \ X 948.0 -• � �C M^j O � 946.3 � �\saas X x 94 �,g "° `�` \ v � c� �_ I . 947.8 �� X 9.2 X 948.9 � � X 947.1 O y � X 948.3 x 947.5 � �� � V � U v " � Nss, x9�-`� 9476 �, '�, X�,.4 REVISED 07/9/19 GRADING AS-BUILT o -� S4, � � h8� x s�.Z �, Q I 949.3 � � � 40�� hse x 9492 947 2��� `�� X 947.5 � ,,\ X 9�., 5 �., �� . \`� � X 947.� � X 946.8 I X 948.9 `7.0 �\ x 947.5 �� \ \ \ `126 \ 4s.0 � � ��O F 948.5 \ �s � Q-� � ��au fk� n .s �� x eas.e .\ x 946.5 0� 10� 20� � � .o yast%n9 ������.� �rv� � x sae.s �� � x 945.9 �� ��v c ci ^^C 4Se ��4�i.e �9e n�� ��`` � x sa5.� ' � �o'a A 2r 948.1 Ufi/J y�\ae.2 �` � � �� 3 � 4 6'6+ x sa�.a eose � � ��\� x s Scale: 1" = 20' a as.�w 3 0 ° � We hereby certify to Lennar Corporation that this survey, plan or report So d de d ^ X 9�•�ent pe� ��x sas.5 �� cj v B e n c h m a r k: � � was prepared by me or under my direct supervision, and that I am a `t x sas.s p�Qt � �� X y�.y Top Nut Hydrant •�Q o �v duly licensed Land Surveyor under the laws of the State of Minnesota, �� ` ' Lots 7-8 Block 2 /� � � w s4�-4 � � Elevation = 952.29 ��y dated 10/30/18. �/''�1 y/� �� h v`� sas•i �T� „ r,.� F �!✓Y i v �O � � � x 944.7 1�+� � >� N 'a Signed: i eer E gineering, P.A. `���� �� �J x sas.� " �\ ' xo�;�ion5: � A � � c /�� / 1.)11-01-18 S[akehouse �� ` 94+�� 2.)3-15-19 Foundation As-built g ��ot� N c a r.{�. / x x 945.1 '�-.•y � � B�': 't�t���k�i �C����� ��w�.a��o __ - �� • 3JOF-1419arndingAs-built �+� � `a x 945.7 44•2 �1.)07-09-19 Re Gnding As-built :: •• a eter J. Hawkinson, Professional Land Surveyor r- � � W o x � Minnesota License No. 42299 email-phawkinsonC�pioneereng.com � ___I�-1'-V�_(GI �•3 ��� �� � N ,��, � d - �_ _ � i lJ � � N� �° C \� `� � ��