HomeMy WebLinkAbout1191 ADAIR AVE GRAD/NG PLA/V DATE/REV/S!C?N DATE 9/24/12 PLAN NO. 5351-B Address: 1191 ADAIR AVENUE
SANITARY SERVICE INVERT ELEVATION DRIVEWAY TOTAL a i,D60 S.F ■ �
PER CITY ENGINEERING DEPARTMENT = 926.00 Lot 1 BloCk 2 PRESTIMCK PLACE
PROPERTY DESCRIPTION: > > C � � �
� 4TH ADDITION, Dakota County, Minnesota. � S �
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�� � ' We hereby certify that this is a true and correct survey of the above � � ^ °=
BPS,N �i , described property and that it was performed by me or under my � g � �
�P R�M �1 d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i ce nsed Surve yor under the Z �
joP �F g32�� +'� � laws of the State of Minnesota. That this survey does not purport to Z g �
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8�933g� �93�5, ;� �o � �-�� � � Signed this 21st day of Navember , 0�3. James R. HIII, I�C., � g N �
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`9�21�� `\ � �y� % ol.' `� \ �,� �'�'9 3 9a, � S B y Harold C. Peterson, Minnesota L.S. No. 12294
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��`°o +`��P� Q��Q�.P� �`g�$,y� \� •�� `94�5� <E�L�"Npus� Notes�
�'s� � �P��,��� \�'� �'��N� LOT 1 = 12,692 SQ. FT. �
•'� `� �,.�PS� g�a6, �i � ���5 HSE/GAR = 2,330 SQ. FT. 1. Building dimensions shown are for
' E horizontal & vertical placement of structure
�. 10;. � � E 9'y90� \ ��6�0 � RP� PORCH = 115 SQ. FT. 6 W
� ���. GP only. See architectural plans for building � F �
!, `9-ya°�,� SS 9� '°��J � DRIVEWAY = 792 SQ. FT. & foundation dimensions. ° J
�s �,c�� �9� \ � SIDEWALK = 31 SQ. FT. 2. N o s p e c i f i c s o i l s i n v e s t i g a t i o n h a s b e e n � Y o I
�� ✓� � l9�9z 36� � � � Total Impervious = 3,268 SQ. FT. com pleted on this lot by James R. Hill, Inc. �/] � �
� ,�� \ �1�o a �F��'��� s \ r,LL OR 25.75% OF LOT AREA The suitability of soils to support the specific � � W��
��j � �!��S�SE� , o ��, �� �o�� Q��`` house proposed is not the responsibility of p � aa�
� '� \ N� - / \�'� �9 James R. Hi l l, Inc. or t he surveyor. w ° � °�
� � F���� t;� 3. No specific title search for existence or non- Ei Y��
(_� ,� \ \ � `� ' �p,�F' "',� \ u existence of recorded or un-recorded easements Q; � o�r o
�� °u 'o � %� � �✓ � \ � ���W�����t�.Q has been conducted by the surveyor as a part v � m o
� � �, � �� � ,�5�o�9� � � ��/ of this survey. Only easements per the recorded � � o
� � � 6 •o"` a�� � � � '�8 plot are shown. �
� v�j; ��, �i0 ,��9��° 19-y9 � �� m�, �9�,�, � RBSitbt�ll�: � 4. Proposed grades shown were taken from �" °
L�� �' \✓ O 195$ p \��P �`�O � `,9� O
LL � R the grading &/or development plan prepared by ` U A
,� \ 19�9�l � �s/ ��`g'��9,tc �l: � �" WESTWOOD Professiono! Services, lnc. ___ DR SWN BY
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7 �` � 22;,. / ��. DATE
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J�� o\ , � ,� ���G � �� � � Denotes set spike REVISIONS
� V, � �, /� o Denotes set iron monument �2 1� 13 Client
° Oj � v e Denotes found iron monument
� � � x[900.0] Denotes as-built elevation 6 10 t4 Fina�
STORM MANHOLE � \ / � O � ' � 930.0 Denotes ro osed elevation Grade As-built
TOP OF RIM � � '� �
ELEV.=[936.66] ����' � (� Denotes proposed drainage
� tc Denotes top of curb
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/1� P► Bench Mark: 951.51 - TNH-Lots 5 and 6. Block 2 BOOK�PAGE
� NONE
/ SCALE IN FEET CAD FILE
/ Proposed Garage Floor � Front= g39•6 hse2013\330506
�0 0 30 60 90 Proposed Garage Top of Block= 940.0
�0' Proposed House Top of Block= 940.0 PROJECT NO.
Proposed Lowest Floor= 932.0 330506
1 inch = 30 feet FlLE NO.
Proposed Top of Block
Bearings are on assumed datum at Egress Window= 935.2 N/A
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