HomeMy WebLinkAbout1078 ADAIR AVE GRAD/NG PLAN DATE/REV/S10N DATE 9/24/12 Address: 1078 ADAIR AVENUE
SANlTARY SERVICE INVERT ELEVATION � �
PER CITY ENGINEERING DEPARTMENT = 945.52 PROPERTY DESCRIPTION: Lot 7, Block 3, PRESTW(CK PLACE C �„ �
4TH ADDITION, Dakota County, Minnesota. _ � "
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A��� — ��� 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 � V' � �
�pArR�� — �r w direct supervision and that I am a duly Licensed Surveyor under the �+ � � �
— � o laws of the State of Minnesota. That this survey does not purport to Z o �
7 2 q-��� c.a• 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 � W � b
-�`�_ N$��4 95�•� ° �g57 2]tc except as shown thereon. � N � '
�, G ,�Q �957.g� ��� —'�' S i g n e d t h i s 14th d a y o f Au ust �3. J a m e s R. H i A, f n c., � g � �
� [956.4�tc/ V �957.4] �957.6�
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EXISTIN�
[956.85] � � C. � a
�_ .-.��gg�7.0)� �;,o �Rv ���' � � N Z r- � BY Harold C. Peterson, Minnesota L.S. No. 12294
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ctOi� v+ � � DRIVEwAY rn '�w � �j �� �
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� �i �SpOR � � 0 2p.5 ,;� � W N - � �teviewed as riofed:CJ Notes:
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� � r. N `^� Resubmi�: 1. Building dimensions shown are for
pORCH � � G�AGE � � C7� ❑
, � �, .. horizontal & vertical piacement of structure
� ,��, � u � � � �, _ only. See architectural plans for building � � �
, � � _ _ • & foundation dimensions. d o
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, GAR AGE � ,� o � D�9' G,-� 7' Z/'I
� N KovSE ' � 1 2. No specific soils investigation has been -��' � o
� �� EX1S��� i � / / completed on this iot by James R. Hill, Inc. t/] �
' - � �1 (WA�KouT) ` (g51.$) The suitobility of soils to support the specific � + ���
` " � � + �� 50.0/
pRpPOSED HOUS� � �g50.9� house proposed is not the responsibility of p � �Q T
�W p,�K0u1�� ^ ,, [e5�•0� Pn�o (g50.a) + � � Jomes R. Hill, Inc. or the surveyor. � � a Q c
� � �g g o.8) °�, � 3. N o s p e c i f i c t i t l e s e a r c h f o r e x i s t e n c e o r n o n- � Y��
� �' � � W existence o f recor de d or un-recor de d easemen ts � x �� o
`� �,+ t9so.3Z � � has been conducted by the surveyor as a part V � m Y
Z, � � � � O d- ��� of this survey. Only easemen ts per t he recor de d x ^ q
p � �� ,� .� O� F_ (�, plat are shown. �
�� � � ° N Y� P sed rades shown were taken from � �
, '� O� � tn H �U 4. ropo g
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the grading &/or development plan prepored by U
�� �(J1 �946.5� �9��j u'C'( �;, �. � _J DRAWN BY
�-� � �x g� �� 5 � J z � WESTW000 Professional Services. lnc. SHP
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(.S) � � 5' f. g��o� o �941.0) ` , 8 14 13
` � �0•2 I941•8J , J � Denotes set spike
� �g40. 9 —� / � , o Denotes set iron monument REVIStONS
lg�g�� � • Denotes found iron monument 8 29 �3 c�t
� �� � 6 10 14 Finat
�� C9�o 4� 26_$� �� ��� � '�7 x[900.0] Denotes as-built elevation Grade As—built
�� N,9 02=15 E �28. rj�j � (93Q.0) Denotes proposed elev4tion
N75°�5'36'�E Denotes roposed drainage
t� Denotes �op of curb
Bench Mark: 958.31 - TNH—Lot 8, Block 3 BOOK/PAGE
NONE
LOT 7 = 8,801 SQ. FT.
SCALE IN FEET CAD FILE
HSE/GAR = 2,162 SQ. FT. hse2013�330334
PORCH = 112 SQ. FT. 0 30 60 90 Proposed Ga�age Fioor C�? Front= 959•0 pROJECT NO.
DRIVEWAY = 762 SQ. FT. PLAN NO. 5336 A Proposed Garage Top of Block= 959•4 330334
SIDEWALK = 41 SQ. FT. 1 inch = 30 feet Proposed House Top of Block= 959.4
Total Impervious = 3,095 SQ. FT. DR/VEWAY TOTAL = 949 SF. Proposed Lowest Floor= 951.4 Fl N/AO�
OR 35.17� OF I.OT AREA Bearings are on assumed datum SHEET 1 oF �