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LEGEND REVISiONS
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<br /> �'APPFZOVED�iTH VISIONS �' (000.0� DENOTES PROPOSED ELEVATION � �
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<br /> DATE__, �/��.-F �• ,����� ��1 � Ce g�i+���i�' TRAN DENOTESTRANSFORMER TB DENOTESTELEPHONEBOX � Q
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<br /> � r�w '� ' ,� �� �;;; �' TB � NOTES: � �
<br /> I \ \ � " � �� � � N� (1�5•�) / � 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q °
<br /> l \ � // Q� ,,, ,,�� � "� � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (f) �
<br /> i� �' \�g / �2 }�,w�• r •�r ' �,�� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> � \ / � ,` 1Q J "vl�t-�� J � ?? �,, � �e}t`M,�� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS .,�s S�3
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<br /> � � l� � � fJ pR � � � �,r�"'-1V�el � F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L E X I S T I N G �'-�` �`;
<br /> I ? �� f � � � �'�s�k°��?i��c�__'� ;a�'xt�3 `''��• a���-- UTILITIES. y ; �
<br /> gaj1� V � ��.Q CQ CC��23 �)� - � • Z "� \ 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE N�+,y �,�y
<br /> � i �- �(9s���,� �. 0 t � a' � POSITIVE DRAINAGE. ��Na oti5`
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<br /> � •p'"''� ��S` ?�s � �� � ��4� /� ` 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> / � �L,9 � l p � �� � � �� �� �� � CAN BE USED AS BENCHMARKS.
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<br /> � 991.7 \ �2'���f � t9�` � _,�p02- �" � s� � � v' 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> Q ,.., �'�j �`'� F�'�f'�� _,,- y / a� ,.r, NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. }
<br /> O 991. ��`t .�� '`'"`...`1�-- -l Opp " ""' c9n o^, �.� � W
<br /> cp 991 3 992.3 �� � �.� �, � �' � � � ' S.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � � Z �
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<br /> � �E`,L� � J ■9 9 8�8 � ._,�,,. '� 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � W Z
<br /> � 99Z 5 \ - QS�3 � -" f REFERS TO TOP OF BLACK DIRT. p O � z
<br /> 991.2 � .._.__ � 87.
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<br /> Z 991.2 99�.� � � � ��•22_ . � �, � 7.)BENCHMARK: � �w = w p
<br /> 991.3 �y�•� � \ � ` `996 c�i� - � MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q ¢ O
<br /> 992.5 991'7 ggt,2 992.0 � .." � 99 995 2 � SOUTHEAST CORNER OF WILLOW DRIVE. Q � W W O
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<br /> 9g2'� ELEVATION=1012.81 (NAVD88) � a Z � p
<br /> FD 1" SOLID N89�2� �Q���W 1 �j/�,.�rj 993.7 , 993.4� � FD RL� ' -� � � � � �, U
<br /> '`��� C� t'� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w
<br /> � OF A SURVEY OF THE BOUNDARIES OF: U
<br /> � ��SETBACKS LOT 6,BLOCK 1,G�ENDALE 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=1Q',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 r��'�����
<br /> MIN. REAR YARD SETBACK=30' 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#t=1003 51 OS#3=998.22 MNK/DBP
<br /> DEVELOPMENT PLAN DATA - WO OS#2=1005.13 OS#a=99s.6� DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F.
<br /> SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE
<br /> GARAGE FLOOR ELEVATION =1005.5 gASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13
<br /> BASEMENT FLOOR ELEVATION =997.0
<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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