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Home My WebLink About2014-grading as-built _....__ _ _ (��__�_ _ _ _ _ - -- LEGEND REVISIONS R@Vf3ED ELEVAilOtiS I 'J8�}(F 13 MYK. � DENOTES SANITARY MANHOLE � DENOTES WETLAND BUFFER REv•sEOPE�+arYca�.+:s�K:s qh.t2•I�M +E`:tSFD F A.R 30 15 0 15 30 6Q � DENOTES ITYDRANT ' ' nODEO&VtFER PUS7 i -0t- � DENOTES CATCH BASIN G13AUINGA5@UILT SC,>LE IN FEET e�,e�,aeoN / �/ t V LE � QALE ` � DENOTES STORM MANHOIE \ � r � DENOTES STORM APRON ca E �.�v. � ` _' � � DENOTES SET IRON MONUMENT g U � � DENOTES FOUND IRON MONUMENT Z � � , I $ t� BENCHMARKA � x OUO 0 DENOTES EXISTING ELEVATION �' �';, S�'4 TNHELEI/.=10d4.Q5 � � � � � • � ` ;�F'� 10p7,s w ` �q�, S SO� l�4 s �l (000,0) DENOTES PROPOSED ELEVATION � � $F� �A M tic�''�`S► c� ` 'r � � ` � �'' � j O � � �- DENOTES DIRECTION OF SURFACE DRAINAGE NORTH C J Z 6 � � � r *1�,� ��$Q ��'"'\ ,�� pO ��> >�,� /'' ` ��` � DENOTES SANITARY SEWER SERVICE ELEVATION � � � � \ 'ly n •`�� / � GtT � � TRAN DENOTES TRANSFORMER TB DENOTES TELEPHONE BOX � } I �� -\��, i�� r\ ,� /� �,�, ,�� a 1 � \ G Dc� ` ��f�`�! !� $ �,` ��1 ----- DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR � ¢ I � i s� O• y �, O •t006.E � � � ��' +� qa \ �� '�°°°�� 10°� = m ' M�, b ,,7 / NOTES: �-- � 0 �� b � �� q° ni� � ./ � 1.)EXISTING UTIUTIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q � � � „�;,�� j . 3 Sr � �°" � THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n � �¢►1p „ �� A �� ` p� �,,,� � �� .�� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE I �� e.��t \ � 10��-.��}� q� �?` �-- .,,,, �p�.7 �� _`�� FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS a�.�o¢g Sbgy� � v� ��.? `Z S �,g':�`""1�"' � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING ¢ ; I `�+t, \ , �`O�� 23 Wq� �I� ��g`� j? .0 �''�� UTiLITIES. y a �1 � �s Gko�r `� � o ,00�.� z � � 3 � � � V � �t��/ `' _I� � � �. \ 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE `'.�y �2w � ? � � <ANF E a . �� p 1 POSITIVE DRAINAGE. '�N� oES� � ��!'�� "�'� � ��.p�� '�� ?JS h � � �p,� N; �,,,j � 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND � �y,�� pt`��. � .�(i� ,��'� .`� CAN BE USED AS BENGHMARKS. 9�2.1 v- a� \ 9 104Z.� -.. pp2,t �; �. a�,, � � �� !�` p��„ -- �;- M' 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES p Jj4 � g,_ �F'�� i . � � J,�� ... �' NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. � �. �"��r -" ., W � �\�� `�� 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 � _ � �. �� 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 ~ \� „ �- - R EF ER S T O T OP OF BLA CK DIRT. � p Q > z Q � `-' `. ''`~-*-S�g `�d,7 447.2 � \� r�p7,� �-.' -' _ Q 0 = � � Z r � �• 6 -- --�e- -_ ��. _ i 7.)BENCHMARK: w w O � � c�i� �` "� MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN W ¢ � Q O �� `'� ..� `��s pp6,p�f � SOUTHEAST CORNER OF WILLOW DRIVE. Q W W Z � �'� � ■�u V � � J o �.� ,...�... �� Y. ELEVATION=1012.81 (NAVD88) � Z � O u� N89'21 '00"W 167�25 � �� N � \ � I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION w �� OF A SURVEY OF THE BOUNDARIES OF: U � SETBACKS LOT 8,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT MIN.FRONTYARD SETBACK=30� OFFSET IRONS HARDCOVER FLOOR AREA RATIO THEREOF, HENNEPIN COUNTY,MINNESOTA 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 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 OS#1 =1003.51 os#s=ssa 22 MNK/DBP DEVELOPMENT PLAN DATA - WO OS#2=1005.13 OS#4=990.61 DRIVEWAY AREA=903 S.F. UPPER LEVEL=2062 S.F. SIDEWALK AREA=88 S.F. GARAGE=947 S.F. DATE GARAGE FLOOR ELEVATION =1005.5 gASEMENT STOOP AREA=222 S.F. TOTAL=5,880 S.F. 07-31-13 BASEMENT FLOOR ELEVATION =997.0 TOTAL PERIMETER AT OR ` BOOK/PAGE 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 PROPOSED GARAGE FLOOR ELEVATION =1006.1 TOTAL PERIMETER =172 S.F. JOB NO. 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 PROPOSED BASEMENT FLOOR ELEVATION =997.7 COVERAGE= 50.3°/a Minnesota License No. 40344 DWG. NAME C��Q��R�ND CERT 31202-138 � E�-S- �'ju i �-�-' �6N�V'ec-1 - ZU�S C�I e,�(� C�V�- 1.�. ( 2l�13 -C��S�