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REVISIONS
<br /> LEGEND �,�.� �
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<br /> O DENOTES SANITARY MANHOLE A "`s`-°'"-R�+T`c�*""E"3
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<br /> fir P "' 6 Z 013 SCALE IN FEET ❑ DENOTES CATCH BASIN
<br /> ��'(Y OF ORONO /
<br /> � �LE � DALE ` � DENOTES STORM MANHOLE
<br /> � 1 � DENOTES STORM APRON
<br /> � GQ E LN.
<br /> f � p DENOTES SET IRON MONUMENT �
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<br /> � � � DENOTES FOUND IRON MONUMENT NORTH Z a
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<br /> (]�,,QQ V � �`r� '�.S ? �6` p ` + DENOTES DIRECTION OF SURFACE DRAINAGE � Q
<br /> �Y ! � ------ --a------� ��� �� #♦ �� ` �` � DENOTES SANITARY SEWER SERVICE ELEVATION � �
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<br /> '�=�TE__--��-- � • �� \ OSA�1 '��,, � `o�� � � 1005g£r"H���'� ` � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX m ¢
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<br /> \ p��'� qy 1003.5 `�0,�: , � e.5 _ _ _ _ W �
<br /> I ��j� � '� �� '�/!\ ��� /I / 4 FD R�S t2�55 ` - DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � p
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<br /> � �6� i°�\ � , � ��"�� o, �� T8 � NOTES: �-- �
<br /> � \ � I N ���5'7� / ` 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q r°�
<br /> � \ �� / � .,, 3� f � � 1 � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (f� �
<br /> \� �� 0 � ± �v A L L E X I S T I N G U T I L I T I E S B E F O R E C O M M E N C I N G W O R K. H E A G R E E S T O B� !
<br /> I � �� \ / �� d� ��'� S � ? p �'' � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS :��°R'I ��'��
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<br /> � � l� �� A � i ? � 1�_�Q � 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 r . s
<br /> I �� \ � � ,�� �� J�qp,�p�$� CqR `�' �� 'o t�3 ~�i �"-_ UTILITIES. � ,;:\ �
<br /> 9aj�� �/ � \Q�Q C�'Q�G'(E��`O ��'��� � � 4~ Z ,y � ` 2.)MUST MAINTAIN A MINIMUM 2%SLUPE GRADIENT TO ACCOMMODATE �'�y 3 �r"
<br /> \�s � � 9 't � � �'' � POSITIVE DRAINAGE. ���a oEs�
<br /> � �0 88�6 ?0.�9?'�� ��Nf f � O ~ o�k �
<br /> \ �P,�� � �7.8` ?�S ti - �, ���4 �" ' 3.)ALL OFFSET IRONS ARE MEASURE[) TO HUNDREDTHS OF A FOOT AND
<br /> / � 'L,9 ) p � �a � �,• •,,� /���� CAN BE USED AS BENCHMARKS.
<br /> p ' 0 ry �� � � •� ���..
<br /> p 991.7 \ �2'0 ��� �9d` �.� _,�p02- � � •s� � � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> O �. �? ` C'f"�` t` / � o► rr. NOT PURPORT TO SHOW EXACTLY HGW THE DRIVEWAY SHALL BE BUILT. �
<br /> -�9G��, �� ,,,_�, .�� �'' a, � ..,1 W
<br /> �p 992.3 991 \c"7� j �.� .� �' � °1 � / � � � 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w Z �
<br /> 991.3 S
<br /> = 991.9 991�2 �4�. � ■998.8 � � � �
<br /> � \ .j.�, a . J _ J.-' 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � W
<br /> O ggZ.g 99t Z 99� Z\ � �� \ ��,3 � ' J _ REFERS TO TOP OF BLACK DIRT. � p Q � �
<br /> � 87. 998.22 I r - �
<br /> Z 991�� � � ` _ _ ._._ � 7.)BENCHMARK: � �w = w O
<br /> gg�,3 991 � �9 9�2.0 \� �996 � ^ � � -� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN w ¢ Q ¢ O
<br /> 992.5 gg t,Z 992•0 � 1 � ` 9 995 2 � SOUTHEAST CORNER OF WILLOW DRIVE. Q W W W O
<br /> � �9� � �
<br /> I U }'
<br /> �
<br /> 9 �� � � � ELEVATION= 1012.81 (NAVD88) LL, a Z � O
<br /> FD t" SOLlD N89�2� ��Q��W � S/��rj 993.7 993.4� � fD9RL� � � o � �
<br /> ��� �� r� I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W (� N V
<br /> � OF A SURVEY OF THE BOUNDARIES OF: U
<br /> � r�
<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=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' 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�1=100351 os tts=�sa2� MNKIDBP
<br /> DEVELOPMENT PLAN DATA - WO os x2= �����3 oS�-:_�y��� DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F.
<br /> GARAGE FLOOR ELEVAT{ON =1005.5 SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE
<br /> BASEPAENT FLOOR ELEVATION =gg�.fl 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 S.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 ELEVATIO - . COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, Licensed Land Surveyor 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION = 97.7 COVERAGE= 50.3% Minnesota License No. 40344 DWG. NAME
<br /> CERT 31202-138
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