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HomeMy WebLinkAboutSurvey (Deck) - Legal � � • e �\J ��� e�c ia�eerzn � �ARCHTTECTS � • CIVII, ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAP / 2422 Enterprise Drive, Mendota t-leights, 1VIN 55120, (651) 681 1914 F�x:681 9488 - Pioneereng.com r•r Certificate of Survey for RYL�'��'f'�D HOME� I h�=� �hy AQO.RE�-�. 17�139 STON��@RI CI SW., PRIOR LAKE, MN my rcnow��dye an�the �it of Prior La�ke�is �t�fr�oN_ F ..� Y tssu n� LOT AREA =7,215 SQ FT � �� ��� ��� t � �• HOUSE AREA =1,852 SQ FT }������ � PORCH AREA =83 SQ FT p�l,�wr:,r�.������� DRIVEWAY AREA =629 SQ FT a '"M��" COVERAGE =35.5� _ fAhl (�,�Q�'�pp�� � th� fe�tl�9f�'IbM'I� 4� �'Z� �. �� � � ;? ' Qq . BENCH MARK: �� YroPosed retoining wall TOP OF SPIKE'�� 'P.� `" � ��9�'�"�� built by ELEV. =981.35 er. �.� S85���� n x 9�6.8 , 9�4.6 ............ ��` �� ITI vT U 978.0 .......... .... ..................::.. 981.5 ... ......\ � 981.3 U U V L_ ..........:.E':.::::: :' :::::::::::::::: 981.6 .... . .... .......978.7 ... ... ,, •::. •._;..:.:�:::$1.�[4l�11MOU��•::' � sia./ . ... •. ........ �•:: ...: .. � ........... . ... . .:.. a •S s y': . . ' :........ 981.2 ::: ........... 6.6 � 981.9 � � 52.0 97 �„ (974.0) 973.8( f) � _N'.... 82.1 .� I sst.� -'v --�' `�� /J�41.9 _15 � sw� sati.s - 'r"� (1��` ° � -' 20.54 cn eao.s (977.1) __ � � � W o� � -P � O � 10 -.�-- i o es�. � o sto 29.46 s75.o �� _,, � � z „p. � 0 , 0 981.3 � �� / r1i .,�i � (� I� �� ' •'• c� m N I g , ��o � N y ► `�°� p�v •� ') � s�z. X � p�� I F C_ � -P - � I `� ° o.e'� m 81 4 •°J m o ° in � fi '� N s a z. z I ��.6 2 G� j g, c n/ o ..,. � � r r � 7 m - 5.5 - v `� � tQ ° I 15� J O . �� I o '� .o _ �974. � N `J /-� � ro c� n 98 � ^�� � °D 982.2 '�° I S+' �� o g i7 N 0.00 .. .., � O � J � -' �"� �--�„' � � O I q • �� l �� 73. 973.7 � ( � _,�„�.. � � swi. � 973.0) , 7C1 p � c�L _ � 9g2.2 �'' �" 9�5.� t . . .' � O i -e--u"" 52.00 (974.3) UTILITY x sez,5 �^ 25.50 � 9 5�;�) � � � \�`�� DRAINAGE AND m tO i� � �, � 2 • `�� EASEMENT PER PLAT � � � ��85'07' � � � xs�°I � � � Z ; � � L J 4 ,�� � (VACANT) :P' � ,�� W °' APPFtOVED BENCH MARK: ��' °°- ENGINEERING DEPT TOP OF SPIKE � ELEV. = 9813.92 ned��=�f � �_� �� APPROVED PLA1`1NIN(��EPT . . BENCH MARK: S1Q,rieCl �$ZC�� �� g E EVN gg�H�Y� RANT L7-8 B2 NOTE: MAINTAIN 15' FEET BETWEEN BUIIAING FOUNDATIONS PER P.U.D. NOTE: ADD BRICK LEOGE AS REQUIRED Hnl l�,F ELEVATIONS •(PROPOSED)JASBUILT NOTE: GRAOING PI.AN 8Y PIONEER LAST DATEO 10/16/07 WAS USED � / 976.0 TO DETERMINE 1NE PROPOSEO ELEVATIONS SHOWN ON THIS CERTIFICATE. LOWEST FLOOR ELEVATION .l � NOTE: PROPOSED BUILOING DIMENSIONS SHOWN ARE FOR HORIZONTAL TOP OF FOUNDATIQN ELEV. • 98'4'.7� LOCATiON OF STRUCTURES ON 1HE LOT ONLY. CONTACT BUIIDER PRIOR TO CONSTRUCTION FOR APPROVED CONSIRUC110N PLANS. GARAGE SLAB ELEV. � DOOR :�� NOiE: NO SPECIFIC SOILS INVESTiGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIF�C HOUSE PROPOSED IS NOT THE RESPONSIB�LITY OF 'fHE SURVEYOR. X D00.00 DENOTES EXIST1tdG ELEVATION NOTE: THIS CERTIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER ( 000.00 ) DENOFES PROPOSED ELEVAl10N THAN THOSE SHOWN ON THE RECORDED PLAT. �__ DENOTES DRAINAGE AND U1ILITY EASEMENT NOTE: CONIRACTOR MUST VERIFY DRIVEWAY DESIGN. y DENOTES DRAINAGE FLOW DIRECTION NOIE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM -""�-' DENOTES SPIKE 000.00 DENOTES ELEVAl10N ON WE HEREBY CERTIFY TO RYLAND HOMES THAT TM{S IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: � LOT 1, BLOCK 5, ST4NEBRIAR �-� SCOTT COUNTY, MINNESOTA IT DOES N07 PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY D�RECT SUPERVISION THIS 25TH DAY OF MARCH 2O08. 3E2�7- STAKE SIGNED: ION R ENGINEERING, P.A. SCAL.E : 1 INCH = 30 FEET 3-2s-os cline�t rade revisions BY: �"' 3889 107049005 MTWx2 Peter J. Hawkinson License No. 42299 ., ,�.� �,•, ���a,. r; ,, (` I1 rvk t , �- j rC _ ` .�� �f� ► f'tfJ�t�'f'MLt�i'1i 9� i�i $8Z� 1t#�1"i9t� $N� �N� M�u�OO�i�'.�o1M�M�� � ��t�E � it�lr� t b�� rltiw tr�� � sd r� � e+��� v�'� .��p g�� er�t #� �tr��tnetis� � �*'', ,._.�.__- ...�.....�.._...._... ,� �atst3 �sr� qi��