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<br /> LEGEND � RevisioNs
<br /> ' � � DENOTES SANITARY MANHOLE � DENOTES WETLAND BUFFER
<br /> HEV19EDfA.R
<br /> 30 15 0 15 30 6Q � DENOTES ITYDRANT
<br /> SC,�LE IN FEET O DENOTES CATCH BASIN `
<br /> / �� f V LE • �!'�LI.� �! � DENOTES STORM MANHOLE
<br /> ` � 1 Q DENOTES STORM APRON
<br /> GC) E LN.
<br /> � _' f � p DENOTES SET IRON MONUMENT � g
<br /> � �
<br /> � � � DENOTES FOUND IRON MONUMENT Z �
<br /> � • ��9. �� x 000 0 DENOTES EXISTING ELEVATION �'
<br /> � � � Th6�lEGEK=fd019.05 � I� �'
<br /> � , ,` � �
<br /> ���� � ` � s SQ�I4♦ �`1 �000.0) DEPiOTES PROPOSED ELEVATION �
<br /> ,� y�' .1� ?�6, O � � <
<br /> ` �— DENOTES DIRECTION OF SURFACE DRAINAGE NORTH (� �
<br /> �. �� ; � � r
<br /> J
<br /> � � �.�4 ; � Q� �? ��y,� /` � �� � DENOTES SANITARY SEWER SERVICE ELEVATION � �
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<br /> i �1 � �, � Qt � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � �
<br /> � 4 ` o��'� • �' ` ��'''�' ' '� � -�' ---- - - W �
<br /> .
<br /> I �hG �� ��! � !o ���d ` - DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � &
<br /> ` :� '\ �)000.� ��" 1006.5 /� = m
<br /> \ � �►` � , �. � � � ,,.? R�, / � NO,TES: �" �
<br /> � \` �\1�_,,�,��y 7 a t 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXiMATE WAY ONLY. Q y
<br /> �`p rtr"+1�� 3Q S��.,Y i �� ""' THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (f� $
<br /> � , � .v ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> ( �'� �,.�� � S'Q 1� � �.? � �• � � .,_ ��� � � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HtS {d� �,�
<br /> � * � � ��� �*'� • �1� FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING p'�` �'�
<br /> � «� �� `4 rQ� ti j , C UTILITIES. « �
<br /> � w � .0 � �
<br /> I � ` \ �3?s'�Lk � � ?0 �004.0 �" �
<br /> �s `�\ � �f � � � � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE ��+,y� ��"�
<br /> \ � � �� O � � Q POSITIVE DRAINAGE. � oti$
<br /> �i` � � �� ` '\ /�j� �l`S � -� ,�'� ' 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTNS OF A FOOT AND
<br /> �7� � p � " � � �t• -+°�/'� CAN BE USED AS BENCHMARKS.
<br /> lOLt Q�` 4?� � �
<br /> 4 � ��` Q�,\� ��� �'� �' � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> p �'�` � -`�'1'""� �+ ,�� � � NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. }.
<br /> O � �\�`/ -'' � �"� LU
<br /> �O � �y�,� � � ' � 5.�A TITLE OPIPIiON WAS NOT FURNISHED TO THE SURVEYOR. � � w �
<br /> � --' ,r � � w � O
<br /> � �, �� 6.)PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION � � W
<br /> � � �-" — REFERS TO TOP OF BiACK DIRT. � p O o z
<br /> 0 � `�. �` ��"*-84i1L� �'� !07'! � I �9Y7.Z � " -^ O o = V �
<br /> Z \ ` " -�- -- -- �— — -- .� i 7J BENCHMARK: W � w z
<br /> � � � "� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN Q Q �
<br /> �� � � .,,, �'�w�„�`�'� � ' SOUTHEAST CORNER OF WILLOW DRIVE. Q � W Z �
<br /> w 0
<br /> � � �A ELEVATION=1012.81 (NAVD88) � a' Z t� p
<br /> �� �..� r �..� ��w.
<br /> N89'21'00"iM 167�25 �` � � � N �
<br /> �� I HEREBY CERTIFY THAT THIS IS A TRUE AND CARRECT REPRESENTATION
<br /> OF A SURVEY OF THE BOUNDARIES OF: U
<br /> \
<br /> SETBACKS LOT 6,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> MIN.FRONTYARD SETBACK=30� OFFSET 1RONS 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 TNE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER DRAW/CHECK
<br /> MIN.REAR YARD SETBACK=30' OS tFi=1003.51 OS#3=998 22 HOUSE AREA=2,3B6 S.F. MAIN FLOOR=1441 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 16TH DAY OF AUGUST,2013.
<br /> OS#2=1005.13 os na=sss.s� DRIVEWAY AREA=903 S.F. UPPER LEVEL�2062 S.F. M1VK/DBP
<br /> DEVELOPMENT PLAN DATA-WO SIDEWALK AREA=88 S.F. ���G�,=947 S.F. DATE
<br /> GARAGE FLOOR ELEVATION =1005.5 gASEMENT STOO�AR,EA=222 S.F. TOTAL=5,880 . .FS � 07-39-13
<br /> BASEMENT FLOOR ELEVATION =997.0
<br /> TOTAL PERIMETER AT OR BOOK/PAGE
<br /> PROPOSED ELEVATIONS UNDER 1�2.1 FOOT CONTOUR=86.5 S.F. TOYAL IMPERVIOUS AREA=3,601 S.F. TOTAL LOT AREA=17,374 S.F. RECEII/�D NA
<br /> PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB NO.
<br /> PROPOSED TOP OF FOUNDATIQN ELEVATION=1006.4 COVERAGE= 20.7% F.A.R._.34 David B. Pemberton, Licensed Land Surveyor AUG 19 2014 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =897.7 COVERAGE= 50.3�o Minnesota License No. 40344 DWG.NAME
<br /> CI'fY OF ORONO CERT 31202-138
<br /> 0�G �,.Inu�inln /�.... 1 i��.n / rl n12 _�l1G��
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