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<br /> LEGEND REVISIONS
<br /> R@Vf3ED ELEVAilOtiS
<br /> I 'J8�}(F 13 MYK.
<br /> � DENOTES SANITARY MANHOLE � DENOTES WETLAND BUFFER REv•sEOPE�+arYca�.+:s�K:s
<br /> qh.t2•I�M
<br /> +E`:tSFD F A.R
<br /> 30 15 0 15 30 6Q � DENOTES ITYDRANT ' '
<br /> nODEO&VtFER PUS7
<br /> i -0t-
<br /> � DENOTES CATCH BASIN G13AUINGA5@UILT
<br /> SC,>LE IN FEET e�,e�,aeoN
<br /> / �/ t V LE � QALE ` � DENOTES STORM MANHOIE
<br /> \ � r � DENOTES STORM APRON
<br /> ca E �.�v. �
<br /> ` _' � � DENOTES SET IRON MONUMENT g
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<br /> � � DENOTES FOUND IRON MONUMENT Z �
<br /> � , I $ t� BENCHMARKA � x OUO 0 DENOTES EXISTING ELEVATION �'
<br /> �';, S�'4 TNHELEI/.=10d4.Q5 � � �
<br /> � � • �
<br /> ` ;�F'� 10p7,s w ` �q�, S SO� l�4 s �l (000,0) DENOTES PROPOSED ELEVATION � �
<br /> $F� �A M tic�''�`S► c� ` 'r �
<br /> � ` � �'' � j O � � �- DENOTES DIRECTION OF SURFACE DRAINAGE NORTH C J Z
<br /> 6
<br /> � � � r
<br /> *1�,� ��$Q ���'"'\ ,��� pO ��> >�,� /'' ` ��` � DENOTES SANITARY SEWER SERVICE ELEVATION � �
<br /> � �
<br /> \ 'ly n •`���� / � GtT � � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � }
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<br /> \ G Dc� ` ���f�`�! !� $ �,` ��1 ----- DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � ¢
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<br /> � � ��' +� qa \ �� '�°°°�� � 10°� = m
<br /> ' M�, b ,,7 / NOTES: �-- �
<br /> 0 ���� �b � �� � � q° ni� � ./ � 1.)EXISTING UTIUTIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q �
<br /> � � „�;,�� j . 3 Sr � �°" � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n �
<br /> �¢►1p „ �� �A �� ` p� �,,,� � �� .�� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> I �� �e.��t \ � 10��-.���}� q� �?` �-- .,,,, �p�.7 �� ��_`�� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS a�.�o¢g Sbgy�
<br /> � v� ��.? `Z S �,g':�`""1�"' � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING ¢ ;
<br /> I `�+t, \ , �`O�� �23 Wq� �I� ��g`� j? .0 �''�� � UTiLITIES. y a
<br /> �1 � �s Gko�r `� � o ,00�.� z � � 3 �
<br /> � � V � �t��/ `' _I� � � �. \ 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE `'.�y �2w
<br /> � ? � � <ANF E a . �� � p 1 POSITIVE DRAINAGE. '�N� oES�
<br /> � ��!'��
<br /> "�'� � ��.p�� � � �'�� ?JS h � � �p,� N; �,,,j � 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> � �y,��� �pt`���. � .�(i� ,��'� .`� CAN BE USED AS BENGHMARKS.
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<br /> \ 9 104Z.� -.. pp2,t �; �. a�,,
<br /> � � �� � !�` p��„ -- �;- M' 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> p Jj4 � g,_ �F'�� i . � � J,�� ... �' NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. �
<br /> �. �"��r -" ., W
<br /> � �\�� `��� gy7� � � ��� C� �. � ' 5.)A T I T L E O P f N I O N W A S N O T F U R N I S H E D T O T H E S U R V E Y O R. � W Z �
<br /> _ � �. �� � 6.)P R O P O S E D G R A D E S S H O W N A O J A C E N T T O B U I L D I N G F O U N D A T I O N � � g W
<br /> ~ \� „ �- - R EF ER S T O T OP OF BLA CK DIRT. � p Q > z
<br /> Q � `-' `. ''`~-*-S�g `�d,7 447.2 � \� r�p7,� �-.' -' _ Q 0 = � �
<br /> Z r � �• 6 -- --�e- -_ ��. _ i 7.)BENCHMARK: w w O
<br /> � � c�i� �` "� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN W ¢ � Q O
<br /> �� � `'� ..� `��s pp6,p�f � SOUTHEAST CORNER OF WILLOW DRIVE. Q W W Z �
<br /> �'� � ■�u V � � J o
<br /> �.� ,...�... �� Y.
<br /> ELEVATION=1012.81 (NAVD88) � Z � O
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<br /> N89'21 '00"W 167�25 � �� � � N �
<br /> \ � I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w
<br /> �� OF A SURVEY OF THE BOUNDARIES OF: U
<br /> �
<br /> SETBACKS LOT 8,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> MIN.FRONTYARD 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 TH1S 16TH DAY OF AUGUST,2013. DRAW/CHECK
<br /> OS#1 =1003.51 os#s=ssa 22 MNK/DBP
<br /> DEVELOPMENT PLAN DATA - WO OS#2=1005.13 OS#4=990.61 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. T07AL LOT AREA=17,3�4 S.F. RECEIUED 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 AUG 19 2014 31202-138
<br /> PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3°/a Minnesota License No. 40344 DWG. NAME
<br /> C��Q��R�ND CERT 31202-138
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<br /> E�-S- �'ju i �-�-' �6N�V'ec-1 - ZU�S C�I e,�(� C�V�- 1.�. ( 2l�13 -C��S�
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