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<br /> p APPROVED� �e w�o ,�. �Q. 46 �• ` � �
<br /> �'APPFZOVED ITH VISIU�IS �� �A \��; ��(�O�'¢� � (000.0� DENOTES PROPOSED ELEVATION � �
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<br /> �� �.3' '>E`j r� ` �.-- DENOTES DIRECTION OF SURFACE DRAINAGE
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<br /> --.- � ' ,\'��O ��j�� R�� `oCb� O t�� A � �ti� � DENOTES SANITARY SEWER SERVICE ELEVATION � �
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<br /> \ 1 N ���5'7� / / � 1.)EXISTING UTILITIES SHOWN ARE SNOWN IN AN APPROXIMATE WAY ONLY. Q �
<br /> � � �$ � � �. .T� � � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND �
<br /> I � '�� ��' �� � �.,�"�_ � � ��� � ALL EXISTING UTILITIES BEFORE COMr�tENCING WORK. HE AGREES TO BE � �
<br /> ` \ � / i4 ` 1�,�,���'�'�Qw�?� @ ?�Q i,+ {� �� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS �+�s rb3y
<br /> ,$ � l � �"����o� � � ( ��W"���, � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTiNG � 3`
<br /> I � \ 1 `a r,,, ����`y�R_ O �+.�1'`�`�I� l� „ �'3 ��s ���-- UTILITIES. �, �,
<br /> ay9,� � ,` c0 `�"�� �lJ i Z �j � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE '�o+y �r`6�
<br /> ` 1` �[��, ti � ��x�'��-/��/�. f' p . �P * / POSITIVE DRAINAGE. ��ks �s.
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<br /> �\ �'P�� �e�y7,8� ` '�?S � j � ��� i - 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> / � '�'y �� t O � � � -,+l CAN BE USED AS BENCHMARKS.
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<br /> O �,, � G� � � F��j. � . � 's/ .)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> �7'`�` -�� �S �/ � o� �1 NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. }.
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<br /> �p 991 3 992•3 �F.l� S� �`ZJ����S.f� �p � O1 / � � � 5.)A TI7LE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � � Z �
<br /> � 991.9 99152��� • i � (,j,J o
<br /> „ J x 9 9 8'8 __ ,_/ 6.)PROPOSED GRADES SHOWN ADJAGENT TO BUILDING FOUNDATION � � g w
<br /> O992.5 99t Z 991 Z� � " \ � B� -��,�� � ' - � REFERS TO TOP pF BLACK DIRT. � 0 O o Z
<br /> 991.� � �+ 888.22 I �- O � = v �
<br /> Z 991.3 �99�2.0 \ \V � �996 � � `_ _ �- - -' - � `� 7.)BENCHMARK: W � �
<br /> 991.7 �
<br /> v' MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN � Q Q Q �
<br /> 99Z•5 991.2 9g2 a �.� � � 995 2 � SOUTHEAST CORNER OF WILLOW DRIVE. Q � W Z �
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<br /> �` ELEVATION=1012.81 (NAVD88) � a Z � O
<br /> FD 1" SOLID N89�2� �OQ��W 1 fjf�� 993'7 1 993.4� � FD RL� �` � (,� N U
<br /> � S� 'l I HEREBY CERTIFY THAT THIS IS A TRIiE AND CORRECT REPRESENTATION W
<br /> � OF A SURVEY OF THE BOUNDARIES OF: (�
<br /> SETBACKS �� LOT 6,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> MIN. FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER FLOOR AREA RATIO THEREOF,HENNEPIN COUNTY,MINNESOTA
<br /> MIN.SIDE YARD SETBACK=10',10' ELEVATIONS ARE TO THE TOP OF PIPE LOT AREA= 17,374 S.F. LOWER LEVEL=1430 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER ��
<br /> MIN. REAR YARD SETBACK=30' pS#1 =1003 51 os�s=�9a zz HOUSE AREA=2,388 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. DRAW/CHECK
<br /> os#2=1005�3 OS�:=996 0� DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F. MNK/DBP
<br /> DEVELOPMENT PLAN DATA - WO SIDEWALK AREA=88 S.F. GARAGE=947 S.F.
<br /> GARAGE FLQOR ELEVATION =1005.5 DATE
<br /> BASEMENT FLOOR ELEVATION =gg�.p BASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13
<br /> TOTAL PERIMETER AT OR BOOK/PAGE
<br /> PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F. TOTAL IMPERVIOUS AREA=3,601 ;;.F. TOTAL LOT AREA=17,374 S.F. NA
<br /> PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB NO.
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R.=.34 David B. Pemberton, Licensed Land Surveyor 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME
<br /> CERT 31202-138
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