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 �