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HomeMy WebLinkAbout12691 ABBEYSIDE CT Original Survey 1 I � � S� 171.11 i p ^ MAXIMUM SLOPE IS 4:1 (25%) 946.6 x 946 3� 946 3 � I�I c�, � NO GRADING IN THE D & U EASEMENT ^ � � I � �- � ������. 0 RETAINING WALLS OR STRUCTUR��°06�22��� 9�6 x � 946.12 ^ v � � '� " - � � � I � � � � IN THE D & U EASEMENT � 9464 x � eenchmark rn � I �, � � � ^ J V� O � 20�� 940 8 x � x 947 0 �f1 9462 I � 9<,< X � (g46•�) ,.. , � � � � � � 943.74 4.61gq61 946.0 I � � � g 46.3) Z �- �'? � � \ `! '� Benchmark � -� CH � 938.2 x L 45.�6 945.5 I CP 945.9 v I O r�l � � � ! - '� V gY: �g40.5) _ _ _ _ _ �-� - � � " \ 936.0 x 941.9 x - I I 1 O � � � M � � I � �� ,�_ c° , _ - n i c� � � D � c� -. " N 940.0 x �W�� � I GO -_ � �� � ra Service invert elevation = 936.7 \�� _ _ - - " I 943.3 X 94s.e ___- 25.9 �I � � � � �v (Per plan) �'� � - - � - �-------eaa.� � ' 26 50 - �� 945.6 u I �T ..� , ' � •� 936.1 x � �9359 x � f � ; � �� � •� � r� 938.0 `� -RCANNING DEPARTMENT REVIEW ; � �% 945 6 X 945 5 ' � � 934.0 x 934.5 X � � � i O � O� I QO � � � Q� L Lot areo = 14046 SF � I ea3.e /; o J G.� I � a II � � � � l House area = 1856 SF 9420 z.z x 7 , y � CD o p Q7 �� I � `� Porch area = 137 SF � �� � � �1.3 , '(/' o x aa. v o � I � % ���I i � Sidewolk area =30 SF �� �' / � � %6.00 `� n i vo�l• I � Driveway area = 720 SF \ � gq�y'g 945.1 945.3 ��JI I Total Impervious Area 43 SF 9}6 " � � ' � , i � 945_�" -O�� � Impervious Coveroge 19.5� ��9 x � � � � { / � j �O I i � INSTALL FQ�RD �-1 hiETEP. BUX � 940.0 x � J " N � ,' �_ � ' ' �' ' I � I C ° C�Y� OV�. CUR�3 ��'K Ihi i�_r,r3��'�'�y o\� � `� ��' � � ° ��-- --9«, �.�g o .� i 945.o X �� � jI � o c �� �o � \ � a a � � N NO SPOIL PILES �o S� o � 9410x 96 l ' s° ` c /O/ � � 3 4.00 I 945.1 �I � '� � � � 944.8x � � Z � � M 9d4.5 IN RIGHT-OF-WAY L�, �i� ����o��� � � �;. !, o � '� x� � 'i ' � o 0 0 � ��� (p 939.2 � � � I � � O � � .. L \ �- 34.08 ,� , '-�e � ea<.4 x v p a a� ..- � Denotes iron pipe �� � ���r � 944.0 I � f�Q -� � � o 5 . '��940.2 x pr,.L � I � � � N•- � �- ��° Denotes service � 940 5 x �� �I gq2.� I �n I Y= -d� .w� � � / �I x I O 944.3 944.6 V� L ` � O ❑O Denotes television box �i � � � p � O� O � � �� � Denotes electric box ��9 � 94t�1 X �i � I N � � � � m �+� O � � Denotes telephone box / � � \� � I U 946•� I � -� � C U e � X 000.00 Denotes ezisting elevation 941 5 � '� p � � � �Q p � N �` ( 000.00 ) Denotes proposed elevation � h1 �942 '- I ga3 e I � M I II ++� L U � �m � Denates drainage flow direction �� 10 � ��� � �� 9438" g44,12 I � w - J � � � O � Denotes spike 'O� � �� - _ I 9�25 X BenchmQfk gaa.3 �I � �1 Q �� Q � ■�����■ D e n o t e s p r o p o s e d r e t a i n i n g w a l l g43'8 \ _ � �i^ � _ � I 1� V N I p�p p� tn designed and built by others. i - + � Q 943.7 � . , � - _ _ _ _ I 3� I Q I W C � N O . 94 . ��943.3) �943.4 � I _ _ _ 944.1 x ' ' . �, x 9aa.a x � ` 942.43 - - - - - - - J 9<a.i � o I � -v = 94 . • g , �` Benchmark F� _ L O � � � f� Construction Notes: 943 3 x � � �0 � � 1. Install rock construction entrance. 9432 ' . V � 2. Instoll silt fence os needed for erosion control. eaa.3 . '94 94}3 x 943.3 943.6 943.5 ga3.9 �Z � � � . a � � � a 3. Sidewalks shall drain away from house o minimum �� ' • . ° ,e ' ' • . � � of 1.0�. '• ' ' - � � 4. Contractor must verify driveway design. •.d Q v � I � 5. Contractor must verify service elevation prior to � I � construction. � � � 6. Add or remove foundation ledqe as required. ,.T � �d6��1 ��� 943.4 � V 7. Retoining wolls ore conditionol; Woli instolled if 2� Foot Ma'r�f`'�'� �������/� I ^ � the rade exceeds 3:1. C@ ��� i � 0� 10� 20� d 9 OrdE1131t1 I I a � �T:� � Wall will not be instolled if the grade is 3:1 or less. ���� � - - ' ' ` - ' '�� � v � y_ � � � - _I_ I C T ' , _-_ _ _I- � I �` �C�G� L ��j ' EROSION CO��R�.�'__ ; �=�9�3'44»i---- - � --i----i- � Y � - �== s � R -- -il-_--�-� �;�,= � General Notes: � `\ <---- �635.�0 ' 127TH �T �Q.�3 � `�-- Scale: 1�� = 20� •� / ��� MUST BE IN FLA��:_��_ ST 1 Grading plan by Pioner last dated 12-9-20 was used to� � -<--- - � RE � w o > » s y 3 r� fi(��.��- <--- S89 4218 E i °� x aL3 � determine ro osed elevations shown herein. I � - � --<- - _ P P � BEFORE FOOTI� �,� - - -<--- °� 7 T h i s s u r v e d o e s n o t u r o r t t o s h o w i m ro v e m e n t s o r °'�-- �-' V -<---- � B e n c h m a r k: -' Y P P P I -�- - -- -<----- _ encroachments, except as shown, as surveyed by me or un�ler PASS INSPECTION � - - Top Nut Hydrant - ; rny direct supervision. � i � Lot 10 Block 3 - r. � S Proposed building dimensions shown are for horizontal � Lowest openinq el�vation per grading plon :942.6 We hereby certify to Lennar Corporotion that this survey, plan or Elevation = 946.50 � - �' c= iocation of structures on the lot only. Contact builder prior �o - - - - � - � Lowest floor elevation per grading plan : 939.6 �eport was prepored by me or under my direct supervision, and �T� i �; � construction for approved construction plans. that I am a duly licensed Land Surveyor under the laws of the w �7 0 4. No specific soils investigation has been performed on this rT1 ^ =5 0 lot b the surve or. The suitobilit of soils to su ort the Stote of Minnesoto, dated 06�11�21. Rcvis�onti: � w Q ,- y y y PP House elevations (Pro o� sed� / As-built i.�ov-is-zi s��kcn„��.c �L � specific house proposed is not the responsibility of the Lowest Floor Elevation Si ned: i eer E ineerin P.A. � `�" � � surveyor. :(939.6� � 9 9 9� aa; N 5. This certificate does not purport to show easements other Top Of Foundation Elev. ;(g47.6) � � = c� � than those shown on the recorded plat. w� .-. 6. Bearings shown are based on an assumed datum. Garaqe Slob Elev. � Door ;(g47,g� � BY: �� _ �., � � � T.O.F. Elevation � Lookout:(942.8� � Peter J. Hawkinson, Professional Land Surveyor /1 j N5 � ( Minnesota License No. 42299 email-phawkinsonC�pioneereng.com F�� �