HomeMy WebLinkAbout1079 ADAIR AVE - - -
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GRA�ING PLAN DATE/AEVIS/ON DATE 3/29/13 Address: 1079 ADAIR AVENUE ',
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SANITARY SERVICE INVERT ELEVATION . � !,
PER CITY ENGINEERING DEPARTMENT = 945.51 Lot 9, BloCk 2, PRESTWICK PLACE � � '
PROPERTY DESCRIPTION: � N � Y
4TH ADDITION, Dakota County, Minnesota. � � 5 b
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� We hereby certify that this is a true and correct survey of the above = � = °=
described property and that it was performed by me or under my � g � �
direct supervision and that I am a duly Licensed Surveyor under the � Z �
8 0°�j g'�3��E _ \ 9�6`2.�� _ l a w s o f t h e S t a t e o f M i n n e s o t a. T h a t t h i s s u r v e y d o e s n o t p u r p o r t t o Z o �
N 7 3 (g45.3] gk 5' r s h o w a l l i m p r o v e m e n t s, e a s e m e n t s o r e n c r o a c h m e n t s, t o t h e p r o p e r t y y W � b
CAT�H BASIN /� 7 [9447� l '�� except as shown thereon. � N � �
TOP �943 l� [g44.0� �- , o � - -�
E�E�,_� � � S i g n e d t h i s 26th d a y o f March 2 0 1 4. a m e 8 R. H I I I, I n C., � (� � �
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(�' g� �JTILITY f'� o
` �DRAINAGE pLA� I u r� � a N a
I 5 T PER `� BY
r, %';EASEMEN X �g50.0�" .
J �! ��9���� [948•�� ' Harold C. Peterson, Minnesota L.S. No. 12294
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� �� [95X• � "� . Notes.
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� N� w O`g540� ,� F�AM}8V1�8t�; 1. Buildin dimensions shown are for
r�� �' `f; � �� ppKO� � E � horizontal 9& vertical placement of structure ,
�n 1 ' L954'�� Z �� � ���5 onl See architectural lans for buildin � W
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CA (954.OJ (954.0) � O �X�S�c�N �@Ytt�d �S nOt@d:[� Y• P 9 Q
�4.0 0 36 0 �p , ,_ & foundation dimensions. � o
(953•3J Z� �` ��poKOUT) � _ - " ', �6���: Q 2. No specific soils investigation has been �" � �
' N , completed on this lot by James R. Hill, Inc. � �
T _ _ �� ►,"�� / EX►S�iSE W RP�E `� The suitability of soils to support the specific Z �
�ooKOU ) , _. �/ Hov � �P �-- w � �°�
( �� o ' � �/: house proposed is not the responsibility of p � . �o T
� N � - -� �-�-��� y ° aQOc
, o � " - �� D�g� James R. Hill, Inc. or the surve or.
E X�o�E�/ _ � W ^ � � V a� pOR�H 3. No specific title searc h for exis tence or non- � � N �
H � O� �' ; ' G A R A G E �'� � �g 5 a• e x i s t e n c e o f r e c o r d e d o r u n-r e c o r d e d e a s e m e n t s � � �� o
; + � ' /�/ J w N �/ has been conducted by t he surveyor as a par t V � m o
GARAGE �Zr, �' � 18-96 � �' `�'
' „ pORCH N a»•54 0�g.5 � of this survey. Only easements per the recorded o �; o
, � � o �9.5a o to.o plat are shown. � .,
� � � 12.7 g58•8) A pR���WA 1��, � � N (�� 4. Proposed grades shown were taken from q �
P�R�H � � '
� � ` Y 1�1 � m� the grading &/or development plan prepared by C�
° 5 1 '��o'�5a.� '�� � 4 ' � DRAWN BY
1 � ,o (957• )��� WESTWOOD P�ofessiona/ Services, lnc.
� f SER�• 22�� g57,4} �` SHP�JDJ
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(957.1) 3 � �s57.o51t� o '� DAIE
�--�� (g56.9 � _ 72•�2 ,o- C�� � Denotes set spike 3 26 �4
l~ [956.6]tc �g57.2ta�E Denotes set iron monument REVISIONS
o47+2q, � �� • Denotes found iron monument 8 20 14 Finol rade
N81 x[900.0] Denotes as-built elevation as-built
o �- � (930.0} Denotes proposed elevation
_ �� — �U� —#- Denotes roposed drainage
_ !� Q �� tc Denotes �op of curb
—� qDA�� �
Bench Mark: 958.31 - TNH-Lot 8, Block 3 BOOK/PAGE
LOT 9 = 10,145 SQ. FT. NONE
HSE GAR = 2,330 SQ. FT. SCALE IN FEET Pro osed Gara e Floor � Front= 959.0 CAD FlLE
� P g hse2014\340105
PORCH = 115 SQ. FT. 0 30 60 90 Proposed Garage Top of Block= 959.4
DRIVEWAY = 736 SQ. FT. Pro osed House To of Block= 959.4 PROJECT NO.
SIDEWALK = 30 SQ. FT. PLAN NO. 5351-B Proposed Lowest Floor= 340105
1 inch = 30 feet 951.4
Total Impervious = 3,211 SQ. FT. DR/VEWAY TOTAL = 1,000 S.F. Proposed Top of Block FILE NO.
OR 31.65� OF LOT AREA Bearings are on assumed datum at Lookout Window= 954.6 N/A
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