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HomeMy WebLinkAbout13933 ASHLEY CT � �i / / Lowest opening elevation per grading plan : 937.0 � �°� � \ L p�1 1 / Lowest floor elevation per grading plan : 934.0 � � � ���. � / � � � �, \ ,� G\ ` � / House elevations (Proposed� / As-built � •� o o � `~��.,4 � � 6�:� � ��\ / Lowest Floor Elevation ;(g34.7� � 934.6 � � � � � ``ti ��1 / �� Top Of Foundation Elev. ;(942,7� � g42,� � � v, � ;� � �. � i � � Denotes iron pipe � �: ^� \ `0 � �\ Garage Slab Elev. � Door ;(g42.0) / 942.1 � �z �r; w ^� � '�SO Denotes service l � \ � u �+� / �\ / s T.O.F. Elevation � Lookout;(937.9) / 937.9 O rO � Z o WETLAND L v ��� � � �� �� � Denotes television box O V .� � � �M ��j' ,�`l� �\ 9z�_�x/ �3+ � Denates electric box � ;.� � � � O�C� `� � � Q Q Denotes tele hone box C� '%� ° c� OUTLET=925.2 �y / � \\�� ��\.1x 1'�_ X 0 0 0.0 0 Deno tes existing e leva tion U �-+ o � � � HWL=925.9 \Dcti % `ji � � � �O�j J'���O�" h ( 000.00 ) Denates proposed elevation f� ''r'{ '-" p" i ��70. �C� � Q �\ x931.4 -� ; ,r � Denotes drainage Flow direction :,j ��l ci \ � �� ���� e p`Q�' �;\ � i�'Las+�da.�Sea �i s'?..; �. . _ e�..,y..,,:......,, �p Denotes spike � ~ � _ \ � �'r O\,Cd�¢,'� x9270 J)� 93�.5 .� �lt�l� f)^ III Denotes conservation post � �'" !^ /"'l `� ul r l � �, � 57 O� p`��' ?�� `���'• ���'i�t ry g Denotes underground gas line �J L" � � O e � �� x933.7 ' �� .�iq - U�,�j,�.; . � `Oj� • � �� x 931.6 ��\ \ 933.5 � � � ���- ��,� �,,�,� Service invert elevation = 929.9 I co,,s � `� \ � (Per plan) �O� x 927.6 � � x 935.4 J �o�i���. lS 934.2 x\\\ \�9`?s3 947.1 �9 w O 3 � °Se � `� � x Q Lot area =12543 SF � ,� � � ��'P�f �� �� x g35.5 yo � House area = 1896 Sf y � � � � �S � Porch area = 82 SF L c � � �� / � \ x sai.o ��` �\35.3 �' Sidewalk area = SO SF s � Q � � x sz�.� � � Driveway area = 712 SF Z a-' 0 � .. � / � X 936.0�� � X 938.3 Total Impervious Area =2770 SF � +�+� � c� � / i � � � Impervious Coverage =22.0% O � ,o � � / 927.7 X � x 934.3 � 37.4 �38.4x 944.8 F a� � j � �� / x szs.o \�� s3�.s ; x o.� x 940.6 saa.i M Q �•C o w� ; s t �sai.z U -p� � �Q � / � x 932.3 i # 41.6 � � / � x 936.5 � €'� € 29� �< �� V T i w C / � / U 932.4 \ _ � j 3 � = 42.3\ m� �C � �Q � � � 937.6 ^ � j � �i �f sat.s, h � \\ x sai.� / 00 w � p �N� / � i \ '7�' 3 i \ Z . ; ; #; i 2 � +�p s U v / � � A, x 932.4 \\ � i � �� � i ,� ! ; ?S �i.i�i x sai.� / / O N a"' � Q v� � � ; �a / � 'y��A ��936.3� # � F .Z`�J� ! � � i t � � � 9 2.5� \ x 941.3 � / � J� � Q �,,.� � � �t3'O � s3�.a t 1 j =3 j �' ';�� ; ;op,� i ; �O �\ ��/ �/� �' �� � (y � �l , �j x sss.�\� � � � ; � �' ` � �p� �' 2 � � eai.a // � C9 C p � �m � r p ; F ; ' � v o t i ( � � F � t Q 42.2 941. 9�.9 941.0 L = � X 936.3�939.7 � i � � i � � � ; ; �� �O 941.0 41.0 / / U � x 936.3 ,� # � # �3 � � � � 938 9 �' � t ' t � �� � �� � / 941.6 � / � C) � X 936.7 � { ( 942. ; z � ry �� . �7 � Q � ,/ REVISED 6 22 20 GRADING AS-BUILT x 93fi.� ` 942� r `G° 94z. ` ' � 94 4 � °� i�' -,�- ' `' Q / / 937.4 X 939.6 � �h � ? x � \� � � R E V I S E D 7 2 4 2 0 G R A D I N G A S-B U I L Tx 2 � x 93'.Z �\ �9a.9 `; 942.3 °`,� ��� i 9 4 2' o /� � �� y / 1 940.U� 4j' �x 941.5 ' � / �(p• 94 .3 gq 942.2 � / � 937.4 x 37.9(by� � / � /� /,, Construction Notes: 942.3 �J � � \ x sti.� � .: �. saa.� / � 1. Install rock construction entrance. X937�9 � eao.a 94i•4 � � �O � �h 0 /� �'j � ��o � 2. Install silt fence as needed for erosion control. x esa.o � � / �i � � 0� 10� 20� p,, � °,`�;, � Vacant x sao.e � v� � L h� ^ / - �, 3. Sidewalks shall drain away from house a minimum of 1.0%. s3e.3x � � � � � o �� x�` � 4. Contractor must verify driveway design. �x eao.s � 9�5 � � � �/(p � Q L� �� ^�Y � 940.8 ` 5. Contractor must verify service elevation prior to construction. 2 X 938.6 38° � I � / v / � Q�� � '� � '"-'o 6. Add or remove foundation ledge as required. 1� \ � I � / � �/ �� � ��'a G \ \ e.a � � � � •• 3 rn 3 / � (� / Q � Scale: 1" = 20' � v x � General Notes: • � �938.@ x 938.8 ��� Ip � � n..' ��' � Y ��3 � x ` ` 1. Grading plan by Pioneer last dated 11-09-18 was used to determine p• Benchmark: , � p r o p o s e d e l e v a t i o n s s h o w n h e r e i n. p��` �939�5 x •5 \ � L/ Top Nu t Hy dran t � � 2. This survey does not purport to show improvements or encroachments, �- 9393 s ��� p4��5 � Lots 9-10 Block 3 ° '� except as shown, as surveyed by me or under my direct supervision. We hereby certify to Lennar Corporation that this survey, plan or w �' s.a�� 5'3 ,� / Elevation = 940.05 /''� � c 3. Proposed building dimensions shown are for horizontal locotion of report was prepared by me or under my direct supervision, and x 939.1 � Q �7Q�0 3 / ^ , �, �' 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 O 9389�9 � �8 O / F�1 � �z � _. �� � / Q >� � `a approved construction plans. State of Minnesota, dated 10/16/19. / 4. No s ecific soils investi ation has been L Rc��"°°': 4 = o c p g performed on this lot by the �/�38�7 /� 38•6 �� y t.�io-i�-i9 Sc��:et,oL,se ¢ Q= � '6 surveyor. The suitability of soils to support the specific house proposed is Signed: i eer E gineering, P.A. / / / � � z.)ia-31-19Cicycommcnts _ .�,� � � not the responsibility of the surveyor. � sa.s L 3.)t-2a=o Fou„dat;on.4s-bu�it a. �- � 5. This certificate does not purport to show easements other than those � / � 4jF-2z-2oGmdin��.s-s��iic � � �� � a 5.)07-24-20 Re shoot GAB �" � � shown on the recorded plat. BY: W o c 6. Bearings shown are based on an assumed datum. Peter J. Hawkinson, Professional Land Surveyor �� � N c $ a Minnesota License No. 42299 email-phawkinsonC�pioneereng.com � � N� a �