HomeMy WebLinkAbout13110 AYRFIELD CIR � �� � �
~----�� PROPERTY DESCRIPTION
� `~"'� - lot 5,Biock 4,BELLA VISTA 2ND ADDlTION, Oakota County, Minnesota �
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97.o S�R�r _ _ PROPERTY ADDRESS C �' Q z
�`L1 976•3) C � ��S 2311b Ayrfield Circle,Rosemou�t, Minnesota w�i � '� '
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EX1S C SlD�W
nN ALI( 974.6 M NOTES � � I'
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� 30 9�7:8 � � 5 S81 � 3 0 1. Bearin s are based on the recorded I S � �
� �977:.. .�.�...•.f��. J 06 �Q�. Q� � 2 �8 g p at.
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o g .T 8 R;36 2• Building dimensions shown are for horizontal and vertical placement of � o M
� { �9�82 rg��,�� 975-4? � �•�Q strutture only.See a�chitectura) ptans for building and foundation �n � ��
10 '! � o j-�. � � '9'�7 974.6 dimensions. Z � I
U ,ri -_._ ,� 1975•2] � �� 3. No spetif+c soils investigation has bee�completed on this lat by James � � ��
� ,.., j NJ � �..� o �974 e� � R. Hifl, Inc. the suitability of soils to support the specific house proposed � � N � �
� ` � Op � ! 9�?8) ~ ~ � ~ . W is not the responsibiliry oflames R. Hill, Inc.or the surveyor. � �� Y I
� oJ 0.7 {,� f9�� � �• � � 4. No specific tit le sea�ch far existence or non-existence of recorded or � Q= II
(� (o^. O 6�98�,9� / 5) '�9� �V�p� � �. un-recorded easements has been conducted by the surveyor as a part � N� �
t� �� N ° 3 3� �+ y, CO' of this survey.On1y easements per the recorded plat are shown I
^ � . 1�� 4 �v o� �g81� ���.,�� p0 � 5. Proposed grades shown were taken from the grading&/o� I,
~„� 28.g_..� oo Ai / � � :�� (\j� development plan prepared by Westwood Professional Services,Inc.
� �- Q Ip p QD � v � 6. Grading plan date/revision date:9/30/13.
J j , � � q 0 �97�2, .Q;4' � 7. Sanitary servite inve�t elevation per City engineer+ng I
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� � ; � h �`" ?OJ �.�. � department=969.4Q.
`� � � o � �rn •�0 � o �g� x .'.' 8. Plan No.4012 LINDBERGH''A3"GARAGE BUMP OPTION
l" °' c O � �� � �/ `� '� � 6�3) I • ' rn
� ;N Z ry `' � .� 6• o �W� ls�� `�� q� � �x�snHc BENCHMARK _ � Z o ',
� ; J o � �j ca �J�� ?•0 x Q� � N� o NOUSE Top nut of hydrant located at lots 2 and 2, Btock 2-981.84 �' � �
I � ?4� �� � � � �_�o o � ls�s r .��. po � s� '
�\ N c� .- �; � k � � .��� � FLOOR ELEVATIONS � Q� �I
�`zS�~ ~ � L�T 5 ������� � r' Proposed Asbuilt O � W o '
�'.'t0���� 4,p � . + � Garage Floor @ Front =982.3 =982.2 � � m�' '
3� ............� f 98�,8J �9>>0 �976 .'.r r-'.. � � Garage Top of Block =982.7 =982.7 � �` q� a° ',
^ �.' �9 pa o � x �� '�� � � / Nouse Top of Block = 982.7 = 482.7 � �l o Q ,
� ---=_:� � 81,6 � �. ... . . �,�1 lowest Floor = 974.7 =474.7 V i
979._���.� • --� I ..x. . �
4.88 // � � u'fs8a.gx9aa. ~ "" '-'- � 9�3'p N / Top of Block �o i
�/ 9) �-- ____, � �9�g 8 �,.,..... � N at Lookout Window = 977.9 = 977.9 F I
R=470.00 �. � --� � f:s�s.�7 �9�4 � �` � �9j4e ������� i os �
a , �, °: . 8 �--,r _..;_J� � n T �t � C� �a 'I
�=0 35 41 J�j82o2 � „ 9 {s74:Qj.�:�.�...��,,...�.�����:.... �_v i � �. HARD COVER CALCULATIONS DRAWN BY I
[981.7) �s80.,�j 4 7 W �36,6 0 ,4.8) . .. (9�Z-•3��'� Lot = 11,605 sq.h. JC6/TAM I
EXlST1NG / �9j1.�� House/Garage = �,628 sq.ft. pq� I
/ HOUSE / (97p.$) Porch =172 sq.ft. ',
` (WAl.KOUT) ' � �T � Oriveway = 803 sq.ft. � �� 2�i9 '
-]l E(��� c� �� L_L/ I `t REVlSIONS I
� �^I �r O�` Z2 Total Impervious = 3,603 sq.R.or 31.0%of lot
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A�Dulit t��Vl�ri�d: � l �
�ARTHWORK SUMMARY Date� �-� SURVEYOR'S CERTIFICATE
Excavation: 1 hereby certify that this survey, plan or�eport was prepared by me or under
Common Ex. =283.2 c.y. � Denotes set spike my direct supervision and that I am a duly Licensed Land Surveyor undet the
Footing Ex. =14.3 c.y. p Denotes set iron monument laws of the State of Minnesota.That this surve does not ur ort to show all
Garoge Footing Over Ex. =10.0 c.y. y p p
Eootinq Wall Ex. =9.1 c.y. _ � Denotes found i�on monument improvements, easements or entroachments,to the property except as
=316.6 c.y -- Denotes proposed drainage shown thereon.
tc Denotes top of curb
Fill: X900.0 Denates existing elevation Signed is 27th day of June,20Z9 CAD FlLE
Common Fill =275.6 c.y. (930.0) Denotes proposed elevation Ci�1 3D\380980
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=26d.2 c.y. X[900.0] Denotes as-built elevation SCALE IN FEET PROJECT NO.
0 20' 40' 3809$Q
Execvation-Fill =56.4 c.y. LONG Martus . ampton,
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