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REVISIONS
<br /> , LEGEND
<br /> MISC.REVISIONS
<br /> ' 10-17-17,MdL
<br /> 0000o DENOTES RETAINING WALL $O DENOTES SANITARY MANHOLE MISC REVISIONS
<br /> iaze-i i.Mn�
<br /> CITV COMMENTS
<br /> 30 15 0 15 30 60 TW DENOTES TOP OF RETAINING WALL � DENOTES ITYDRANT �FOUNIDATION ASBUI�L
<br /> � 11-21-11 DBP
<br /> ❑ REVISED PER CITY
<br /> BW DENOTES BOTTOM OF RETAINING WALL DENOTES CATCH BASIN COMMENTS 12-20.11 DBP
<br /> SCALE IN FEET ADDEDRETAININGWALLSAND
<br /> I REVISED SIDEWALK 03-26-12 JML
<br /> � QO DENOTES STORM MANHOLE cRnoiH�nseci�l
<br /> / OS22-12 JM�
<br /> ` '�i ��� I � DENOTES STORM APRON
<br /> / �Ov V \ p DENOTES IRON MONUMENT ' o
<br /> � �1 D P�' 004.4 �•�, � � , � �
<br /> G` � �� ���3 f �" i' DENOTES EXISTING ELEVATION NORTH Z �
<br /> V •�O N
<br /> ' �� ,\6 �� ' I (000.0� DENOTES PROPOSED ELEVATION �- °i
<br /> G�/\ � �O� '�.� 1;06�.4g t' - DENOTES DIRECTION OF SURFACE DRAINAGE � �
<br /> � N
<br /> i G� •'� O \ : Z
<br /> ` �� 4J�O �� ���4•8 1007.8 I 000.0 DENOTES SANITARY SEWER SERVICE ELEVATION C� Q
<br /> � � �
<br /> �'' � �`l. �ve .7 E:.'' � �
<br /> J'�1004.4 � t,� � � g /������ I PI DENOTES PINE TREE ASH DENOTES ASH TREE � �
<br /> � , 1004.�" 1004 00 1008.1'� '``. F a
<br /> � ` 1 .8
<br /> �� 0'b5.2.�8 NB DENOTES CABLE N BOX TB DENOTES TELEPHONE BOX m Q
<br /> � 1008A ��.1 1005.� � 1� i 1QQQ 1 I
<br /> BENCHMARKA �`; � .) {r�. / ^, 10W.2 � o
<br /> � TNNELEV.=f008.05 T N 1�.8 � ��� d'_y ,� � � �� '�/6�. � 999'� DENOTES EXISTING CONTOUR --------- DENOTES ASBUILT CONTOUR � �
<br /> 1006.1 \ �
<br /> �005.1FD RLS � �� `8 �,!' 1008.1� �o�����4 4\ .58 j3., • 998.1 • 99.1 _ . _ _ _ = m
<br /> ioo5.o . 005.o���C� \ 1006.1 $ j � ��\ �// / �,�998.2 NOTES: �-- o
<br /> 5 TB �� �k W� � � \� �99�~ ,�8� I THE CONTRACTORISHALL DETERMINE OTHE EXACT LOCATXON OF ANAY AND Y (n �
<br /> t 1�05•7 / � O � �c- �004•1r�/ I(8 � � ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> 1005.0 / �v ,� / 9 � „ I I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS �.�oas S�+�ti
<br /> 1004.9 . 12 6 jt0� �9� ,� �� ���/1 / e��y-�� � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING �� ..,. 2a
<br /> 1004.6 � � `62 'o�PLKpvNOP�'F,�� Ot't4.'S�%� � / � � /� � 9 N9 997.8 ,� 98.9 UTILITIES. � 3 �
<br /> � j 1��.520 ��� �p � , � / � i 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE �'�',� \�2"
<br /> � �, �I 1004,7 'v' G�,,•�j j �, .1 � POSITIVE DRAINAGE. �N3 oEs
<br /> 1004.?`�J�` � '� ,L�j /9� �p) j 598.1 9 6
<br /> / � . > > J �,J � I �p �6 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> � ■997,��,� CAN BE USED AS BENCHMARKS.
<br /> h .., 1002.6, � 1p(�1.0 � g9� / ��;;:�997.3 / / � � �'I �6'� Z
<br /> � � ��Z - �-r ,� � � �'�p���J . �8 2 � 997,3 � � 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLYAND DOES
<br /> -'iOQp_�� 1� �� �y� ���5�� / +�� �p1 12 � NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. �-
<br /> � 8 p0 /Q'� � I � � 9 OJ 99C�.4�,(c.�� 99�. = w Q
<br /> � �7 89 j �---� 997.2+ / � � / Py� 996.9 �H 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � W Z �
<br /> / J ` -�9�7.8 - �� -�- . 997.8 996.�- 7 -`ay� � � � . v � � � g cn
<br /> �Y i / ,r�, 9 9�' (D 6.)P R O P O S E D G R A D E S S H O W N A D 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 W
<br /> • 9 9 6.2 g 8•8 0� 9 9 7.0 � �$�8� 9 9 5. J � P I 1 2 �9 7. � R E F E R S T O T O P O F B L A C K D I R T. m � p � > z
<br /> '996 -_ � � � LL � O
<br /> �� '�•_ �� 70 �� .�.. 96.j / ��995.5 �u •997.0 � � O o = � �
<br /> �, �,� � �99 / pJ�P o+ �996.9 7.)BENCHMARK: Q w J O
<br /> 994,g � � � � .I _�s,p� / O� \ PI 12 MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN C� w Q � Q O
<br /> ' 994•7 I � �gQg,Q ~���+rov-'I� �g4.7 5 � SOUTHEAST CORNER OF WILLOW DRIVE. 0 Q � Q z 0
<br /> Q U d J -' �
<br /> -994.8 I •�4,g ' 995•0 ELEVATION=1012.81 (NAVD88) � � = o O
<br /> - - - - - - - . • 994.5 • . � I- O M N
<br /> • 994.5 NSg�Z� �OO��W � S4.00 • 994.8 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION ��j.J m N U
<br /> DEVELOPMENT PLAN DATA - WO OF A SURVEY OF THE BOUNDARIES OF: U
<br /> GARAGE FIOOR ELEVATION =1005.5
<br /> BASEMENT FLOOR ELEVATION =997.0 LOT 5, BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PIAT
<br /> HARDCOVER THEREOF, HENNEPIN COUNTY,MINNESOTA
<br /> PROPOSED ELEVATIONS LOT AREA= 18,278.3 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
<br /> PROPOSED GARAGE FLOOR ELEVATION = 1006.50 HOUSE AREA=1,854 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. DRAW/CHECK
<br /> PROPOSED TOP OF FOUNDATION ELEVATION= 1006.83 DRIVEWAY AREA=926 S.F. JMVDBP
<br /> PROPOSED BASEMENT FLOOR ELEVATION =998.16 DATE
<br /> SIDEWALK AREA=80 S.F. ��
<br /> 09-26-11
<br /> SETBACKS STOOP AREA=148 S.F. �
<br /> ASBU I LT ELEVATIONS MIN.FRONT YARD SETBACK=30' \ BOOK/PAGE
<br /> MIN.SIDE YARD SETBACK= 10', 10' TOTAL IMPFRVIOUS AREA=3,008 S.F. NA
<br /> ASBUILT GARAGE FLOOR ELEVATION = 1006.4 MIN. REAR YARD SETBACK=30'
<br /> J BN .
<br /> ASBUILT FIRST FLOOR ELEVATION = 1008.1 COVERAGE= 16.5% David B. Pemberton, Licensed Land Surveyor 3568-018
<br /> ASBUILT TOP OF FOUNDATION ELEVATION= 1006.73(FDNASB)
<br /> ASBUILT BASEMENT FLOOR ELEVATION =998-0 Minnesota License No. 40344 DWG. NAME
<br /> Floor Area Ratio:0.248 GAB 356a-o�8
<br /> 1�.,�i -�I��i � Z�3� (�l�.�l l� C�Ne�
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