|
� ' �Zot�Pian#�r:�w �E_N p �vtsrow.s
<br /> ����: �I ^ � DENOTES SANITARY MANHOLE
<br /> REC��VED 3t3 15 0 15 30
<br /> 6O � FAk
<br /> DENOTES ITYDRANT
<br /> SEP ' 6 2013 ���o����NS�56�f10� SCALE IN FEET ❑ DENOTES CATCH BASIN
<br /> � ��'(Y OF ORONO ��l� ' �LE � DALE ` � DENOTES STORM MANHOLE
<br /> �' 'Y` � ` � DENOTES STORM APRON
<br /> � CO E LN. ,�
<br /> � ��o _' � ' t p DENOTES SET IRON MONUMENT
<br /> S� �GRADING P'.ANO � � � � DENOTES FOUND IRON MONUMENT NORTH Z �
<br /> .A ' �S�Q' � x 000.0 DENOTES EXISTING ELEVATION W
<br /> APPROVED� VISIONS ��w��o �.o��, � �'.�46� 4 �� � �
<br /> �'APPROVED �� �A ` _ � S� O,oO 4 � (000.0) DENOTES PROPOSED ELEVATION �
<br /> � = Z
<br /> � 'y ��� � � �- DENOTES DIRECTION OF SURFACE DRAINAGE
<br /> O � �
<br /> BY ' +�'��" � �►t `��r, .fl �.� A �''�*.,� � DENOTES SAIVITARY SEWER SERVICE ELEVATION ~
<br /> DATE � �`F,` �" ��on� �`'-�► � �
<br /> ,�'b. � �� d ��11. TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � 3
<br /> -,�, � �
<br /> �
<br /> � `� � �p. �� � fp �5 t2755 ----- DENOTES EXISTING CONTOUR W �
<br /> � � � ` .pr \� � ---- DENOTES PROPOSED CONTOUR � ao
<br /> . ""�. 1�5.6 �
<br /> \ �,��.� '1� ` `� "� m
<br /> L � �-" ,$� ` °� K� too5-�) �''� � NOTES: � �
<br /> � � 1.)E X I S T I NG UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q
<br /> ,�, `,��` ` � T H E C O N T R A C T OR SHALL DETERMINE THE EXACT LOCATION OF ANY AND � $
<br /> I � $s r t � �(? f�,� O � �j~'� � ALl EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> � ���"'Q� � �a�,� ' w �� F U L L Y R E S P O N S I B L E FOR A N Y A N D A L L D A M A G E S A R I S I N C�O U T O F H I S ;c o R s �
<br /> ` � l 1 .�, FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING �t,�' ��
<br /> I �� � Z � \'�.��'�!(,� Y►�►t'�P ro t �!3 ���� �
<br /> UTILITIES. y a
<br /> a *
<br /> ��� � ��' � 'tJ � � 'h ` 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE �a►
<br /> � � 44_,�'4 ��� .T�� O ��, • � � � R � POSITIVE DRAINAGE. a�a,y� �5'�
<br /> / � �'�, \ ��.�� ?�"� � � � ��`� �_ ' 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> � "1y}� `� � � � ,� � f� CAN BE USED AS BENCHMARKS.
<br /> p 991.7 � 992.0`� \ �8-� �'�� _t002- ' � �' �'"
<br /> � � ` 6� �,?�,,,,� � �/ � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> � ��„� ���,�� .}� � ^ �� NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. }.
<br /> _' � � -� W
<br /> � 9 9 1.3 s92.3 � .� �"' ` p p � 5.)A T I T L E O PINION WAS NOT FURNISHED TO THE SURVEYOR. � (n W a
<br /> = 991.9 991�� � 1j'��� � ■998.8 �"/
<br /> � W z o
<br /> F" �` v _ _ ._ ✓'� 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � � g Z
<br /> Z 992•5 9 9 t Z 991.929�� .`_ �\ � 87 � i REFERS TO TOP OF BLACK DIRT. O
<br /> � �+-- _` � -- V' p � �
<br /> 991.3 �99�2.0 \V �9�6 ' ..'- -' �-" - � - � � 7.j BENCHMARK: W � _ � Z
<br /> MNDOT GEOD E T I C S T A T I O N#8 1 4 8 9-M O N U M E N T I N B R I D G E S I D E W A L K i N ''
<br /> 9 9 2.5 991'� gg;,Z 9 9 2.0 � � � S O U T H E A S T C O R N E R O F W I L L O W D R I VE. Q W W Z �
<br /> 8 9 2 A '�, 9 g� 9 9 5.2 � J o
<br /> � ` j--�- ---- .._� �., ELEVATiON=1012.81 (NAVD88) �, � Z � O
<br /> FD t" SOUD N89•2� ��Q� ��j�� 993'7 993.4� � FO RLS
<br /> ' � � N �
<br /> �-,��y S� I I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION N U
<br /> OF A SURVEY OF THE BOUNDARIES OF: W
<br /> � U
<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' �LEVATIONS 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' OS#1=10035� OS#3=9s8.22 HOUSE AREA=2,388 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013. bRA1N/CHECK
<br /> DEVELOPMENT PLAN DATA- WO OS#2=1005.13 OS#4=996.61 DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F. MNK/DBP
<br /> GARAGE FLOOR ELEVATION =1005.5 SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE
<br /> BASEMENT FLOOR ELEVATION =997.0 BASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13
<br /> TOTAL PERIMETER AT OR
<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. BOOK/PAGE
<br /> PROPOSED GARAGE FLOOR ELEVATION =1008.1 �TAL PERIMETER =172 S.F.
<br /> NA
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.4 COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, Licensed Land Surveyor 310�6 NO8
<br /> PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3% Minnesota License No.40344
<br /> DWG.NAME
<br /> CERT 31202-138
<br /> �1 � '1 C / - -- -
<br />
|