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<br /> LEGEND � Revisiows
<br /> � DENOTES SANITARY MANHOLE � DENOTES WETLAND BUFFER ' �
<br /> 30 15 0 15 3p � �
<br /> DENOTES ITYpRANT �F�x
<br /> �+ � � SCAI..E IN FEET � DENOTES CATCFi BASIN ��
<br /> \ / �LE DALE 1 � DENOTES STORM MANHOLE
<br /> t �� E ��� , L1 DENOTES STORM APRON
<br /> ` �� r O DENOTES SET IRON MONUMENT
<br /> ` ' � •
<br /> � -► �� �A � DENOTES FOUND IRON MONUMENT V �
<br /> Z �
<br /> ` �D � , �!�`9 4�►� �'�EV=>�� x 000 0 DENOTES EXISTING ELEVATION �
<br /> � �A .R 1 • � ti
<br /> +� �� —` s�� `,� � S� QaQ� ) (000.0� DENOTES PROPOSED ELEVATION � �
<br /> Q� 6' � "
<br /> � R�� ��� *`�,p � �� '�1 ` � �-- DENOTES DIRECTION OF SURFACE DRAINAGE �
<br /> �' NORTH � �
<br /> �
<br /> �g ,��� � /\1 �� � DENOTES SANITARY SEWER SERVICE ELEVATION � �
<br /> �.� \ �
<br /> � �� ���� �i �,� � //� � r� � �� � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX W 3
<br /> a�' � � � � r,� m a
<br /> I �hy �. � , '•,�� o '1006.E ----- DENOTES EXISTING CONTOUR
<br /> �
<br /> � . � .�,�� �� �ppQ,3 l DENOTES PROPOSED CONTOUR W g
<br /> ��� � ` �,�: �I .��
<br /> � `� �\ ` � � � � n� / � NO„�,,,TEg: _ &
<br /> \���� :� � � � S� ` „� .,.� 1•)EXISTING UTILITIES SHOWN AFtE SHOWN IN AIV AppROXIMATE WAY ONLY. Q �
<br /> .� �
<br /> � THE CONTRACTOR SHALL DETERMINE TNE EXACT LOCATION OF ANY AND
<br /> d�" � � �� � a Q e� AI.L EXiSTING UT1LITiES BEFORE COMMENCING WORK. HE AGREES TO BE � �
<br /> � ` i \ �•Q��� �r '� �.�
<br /> ',� � � � � � ry :�"� �� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS
<br /> t `� � FAILURE TO EXACTLY LOCATE AND PRESERVE/Wy qNp q�L EXISTING 3�{0� �,,'�.
<br /> 1 \ �� � �` �`��t,�G%r �$ _,.T?� '� �oo~.� Z �j�'� � uTi�mEs. � �
<br /> � � � � � � �
<br /> � � .���t � �� �� 4 � 0 2•)MUST MAINTAIN A MINIMUM 2%SLOPE GRApIENT TO ACCOMMODATE � '�
<br /> � �� � �� �� � Nu � POSITIVE DRAINAGE. �,
<br /> � ��a �a��
<br /> � O
<br /> \ � `s '` � � j` �/� 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> �� � � � / � ♦ �� CAN BE USED AS BENCHMARKS.
<br /> 00 � rt� � 9� �` t�.e ooa.� � 4
<br /> O � � �-� ���� s� � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> �' �\ � � � NOT PURPORT TO SHOW FJ(qCTLY HOW THE DRIVEWAY SHALL BE BUlLT.
<br /> � � �-
<br /> � �
<br /> � r ` � �� � � � '� 5.)A TITLE OPINION WAg NOT FURNISHED TO THE SURVEYOR. � (n W �
<br /> � 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDlNG FOUN�qTION � W � y
<br /> �
<br /> z `" ` ��`'-�*-� � '� � � REFERS TO TOP OF BLACK DIRT.
<br /> \ � 1Ya7 3 I �9D7.2 (n � � w Z
<br /> _.�DE_ -- � �- '" � � Q Q Z
<br /> 1 w -` �— — -._. ,— � � 7.)BENCHMARK:
<br /> oo = � �
<br /> � '� .,,, '�,�9�0.1 o MNDOT GEODETIC STATION#8148g-MONUMENT!N BRIDGE SIDEWALK IN H a W � �
<br /> �� y� SOUTHEAST CpFZNER OF WILLOW DRIVE. Z
<br /> •Y06A
<br /> N89'21'00"W 16?�25 � � �' " ' "" "` ELEVATION=1012.81 (NAVD88) � a Z � o
<br /> �� � 0 � �
<br /> I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION C� N U
<br /> � OF A SURVEY OF THE gpUNDARIES OF: W
<br /> SETBACKS v
<br /> MIN.FRONT YARD SETBACK=30� OFFSET lRONS HARDCOVER LOT 8,BLOCK 1,C,I.ENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> MiN.SIDE YARD SETBACK=10',10' '—""'— -----,—�._ FLOOR AREA RqT�p THEREOF,HENNEPIN COUNTY,MINNESOTA
<br /> MIN.REAR YARD SETBACK=30' ELEVATIONS ARE TO THE TOP OF PfPE LOT AREA= 17,374 S.F. LOWER LEVEL=1430 S.F.
<br /> os a� _�oos s� os�s=ssa 22 HOUSE AREA=2,3gg g,F, MAIN F�ppR-1441 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
<br /> DEVELOPMENT PLAN DATA- WO OS#2=1005 13 os�a=sss,si DRIVEWAY AREA-9p3 g,p, IMPROVEMENTS AS PROVIDED TO ME THlS 16TH DAY OF AUGUST,2013. DRAW/CHECK
<br /> UPPER LEVEL a 2062 S.F.
<br /> GARAGE FLOOR ELEVATION =�ppg,5 SI�EWALK AREq-gg g.F, ��G _�
<br /> BASEMENT FLOOR ELEVATION =��,p BASEMENT $TOOP/�R�,qs�2 g_p_ --� -�s-F- (�D�BP
<br /> TOTAL PERIMETER AT OR TOTAL=5,880 S.F. ,
<br /> PROPOSED ELEVATIONS UNDER 1002.1 FOOT CONTOUR=86.5 S.F. TOTAL IMPERVIOUS AREA=3,801 S.F. TOTAL LOT AF2Eq=17,374 S.F. 07-39-13
<br /> PROPOSED GARAGE FLOOR ELEVATION =10�.1 �T�P�RIMETER =��s F RECE��/ED BOOK�/PAGE
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R._.34
<br /> PROPOSED BASEMENT FLOOR ELEVATION =�7.7 COVERAGE= 50.3% David B. Pemberton, Licensed Land Surveyor AUG 19 20�4 �OB NO.
<br /> Minnesota Licenss No. 40344 31202-138
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<br /> CITY O�ORONO ��;��
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