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LEGEND REVISIONS
<br /> ' t DENOTES SANITARY MANHOLE
<br /> �
<br /> 30 15 0 15 30 60 � DENOTES ITYDRANT
<br /> � DENOTES CATCH BASIN
<br /> SCALE fN FEET
<br /> �' ' G LE � DALE ` � DENOTES STORM MANHOLE
<br /> � I � � DENOTES STORM APRON
<br /> CO E LN.
<br /> I p DENOTES SET IRON MONUMENT �
<br /> � Vo
<br /> 0
<br /> �
<br /> /� � DENOTES FOUND IRON MONUMENT NORTH z Q
<br /> ` I ¢ a�s 9. ' x 0 00.0 DENOTES EXISTING ELEVATION �-- °
<br /> � ��7� l'`�p�gj � 'r�sO 6 I S(+, \ ,`"' (000.0) DENOTES PROPOSED ELEVP,TION � �
<br /> a I p � � • O Z
<br /> � ` � ��� � S� �f`g �AS J� � � +�-- DENOTES DIRECTION OF SURFACE DRAINAGE C� Q
<br /> � �
<br /> �� �o � ��0 \' ��.� p00.0 DENOTES SANITARY SEWER SERVICE ELEVATION � �
<br /> \ '' '�� QsJ A�'' a1. �p�,�0� OS.p t005.t CN�KA � � � LLJ �
<br /> I ,��� ` ��f ���� p��ss �g N ���z t0�- TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � }
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<br /> \ ���c r �� Q j����5 r 1� �0� \�� / � FD R`54 27 5 5 -- --- DEN OTE S E X I S T I N G C O N T O U R D E N O T E S P R O P O S E D C O N T O U R W O
<br /> s� ^ �
<br /> I \ �5��'g�p0\s� � ,.�/ � 1005.6 �
<br /> m
<br /> � � 96 iD�m ' l ,� ��� �� �/ TB � NOTES: �-- S
<br /> � \ \°1 � �� � � d' r l 5 (1005.7) / � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q °
<br /> � \ � / � ,� 3 4 � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n �
<br /> ,p�: ��, f�/, �� �,,,�. 2 _ + � .S. �� A L L E X I S T I N G UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE P ��
<br /> I � \ � s/% '�Q �,� 1�'Cj`� f•S O � � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS .�o S sb,�,,
<br /> �l )iD'?9 •l� �D- ? u 3 `` %
<br /> � � � t� � � 3) �pR� •S 0 � � � ��' 1��, FAILURE TO EXACTLY LOCATE AND PR.ESERVE ANY AND ALL EXISTING o- ,
<br /> Ia � -- \ "? \ �? (yq�p �?__�= .�-�t� 00 �3 ��r�� � < UTILITIES. � »� °-
<br /> � � �2s ��fQ 2,rt`��� 0 ' � � 3 �
<br /> ��y \f � � �*� C�£ T _ ��� f�4 Z „� � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE � �J��"'
<br /> 9 � -
<br /> _ 1 �� '` � . � a' POSITIVE DRAINAGE. ���"3 oEs�
<br /> � � � vp g9B.61 t ?�998 sJ '��F -- --� � ,, �4
<br /> � .Q� � .� ��8\ I � � ��n �� 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> / � Q.7 ) p � �Q � -' � � �� � , CAN BE USED AS BENCHMARKS.
<br /> O�. � 0' ry � � -� p � ����r�;;.Y
<br /> � gg1,7 \ 992•0 ¢ � �9a` p 9Blf/"�- ,�Sp02- �; � s� �`v�''� 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> r" NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT.
<br /> \ � \ �`�'.� �-
<br /> o � \���r �6� ` � �_% c� �,/ � ^ �� W
<br /> � 99t \c�`,� /�`�� � .�� � -' °f � �• '` J 5.)A TITLE OPINION WAS NOT FURNISFiED TO THE SURVEYOR. � � z �
<br /> tp 992.3
<br /> 991.3 .�'
<br /> = 991'9 99t���'F 9j �Js � � '998•B � 6. PROPOSED GRADES SHOWN ADJAC:ENT TO BUILDING FOUNDATION = � J O
<br /> � ti - --�� �
<br /> O 992 5 6 991 Z 991 2\�� �! \ 998 ��r�3 J - r REFERS TO TOP OF BLACK DIRT. O Q O � Z
<br /> 991.�5
<br /> Z �,, \ � B7 0 - g�8'�_, ,p ._ _ _ r 'y ✓ � 7.)BENCHMARK: w w O
<br /> 991.3 �y�•0 � � 1 996 ~ cr+ �" --� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q Q O
<br /> 992.5 9 9 1 � gg�,2 992•0 � � � � SOUTHEAST CORNER OF WILLOW DRIVE. Q w W Z O
<br /> � � �f sss.2 � V � � J
<br /> 992'0 ELEVATION=1012.81 (NAVD88) � � Z � O
<br /> . - ---� -
<br /> _�
<br /> FD 1' SOLID N89�21 �Q�'�W 167�25 993.7 � � 994. _ ___� � Q N U
<br /> 993.4 � FD RLS
<br /> �� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w
<br /> \? �� I � OF A SURVEY OF THE BOUNDARIES OF: U
<br /> �
<br /> SETBACKS LOT 6,BIOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PIAT
<br /> MIN.FRONT YARD SETBACK=30� OFFSET IRONS HARDCOVER THEREOF,HENNEPIN COUNTY,MINNESOTA
<br /> MIN.SIDE YARD SETBACK=10', 10' ELEVATIONS ARE TO THE TOP OF PIP= LOT AREA= 18,374 S.F. \ AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
<br /> MIN.REAR YARD SETBACK=30' HOUSE AREA=2,388 S.F. ' 6� � IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. DRAW/CHECK
<br /> OS#1 =1003.51 OS�3=99922 �
<br /> DEVELOPMENT PLAN DATA - WO c>��_ ��o�,s cs n-}_�9�>�, DRIVEWAY AREA=903 S.F.: MNK/DBP
<br /> GARAGE FLOOR ELEVATION =1005.5 SIDEWALK AREA=88 S.F.�'� , 07D-31 13
<br /> BASEMENT FLOOR ELEVATION =gg7,p BASEMENT STOOP AREA=222 S.F. _ --
<br /> TOTAL PERIMETER AT OR -�/ �---� � �� 800K/PAGE
<br /> PROPOSED ELEVATIONS UNDER 1001.3 FOOT CONTOUR=93 S.F. TOTAL IMPERVIOUS AREA=3,601 S.F. ��`5 NA
<br /> PROPOSED GARAGE FLOOR ELEVATION = 1007.3 TOTAL PERIMETER =172 S.F. JOB NO.
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1007.0 COVERAGE= 19.6% ; David B. Pemberton, Licensed Land Surveyor 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =998.6 COVERAGE= 54.1°/a % Minnesota License No. 40344 DWG. NAME
<br /> Floor Area Rado:d. i,
<br /> CERT 31202-138
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