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LEGEND REVISIONS
<br /> A1i5C RE`/�SIONS
<br /> 10-17.'1 J�11
<br /> � O DENOTES SANITARY MANHOIE ��ISC REviSiOnS
<br /> t0.8-+t JM
<br /> CITY COh1A1ENTS
<br /> 30 15 0 15 30 60 � DENOTES ITYDRANT R �� IONS/0•7141 JM
<br /> FOUNDATiON ASBUILT
<br /> 71.y1.11 OBP
<br /> ❑ DENOTES CATCH BASIN �OMhi NES P2-I0.11 DPa
<br /> SCALE IN FEET
<br /> � i ` � Q DENOTES STORM MANHOLE
<br /> / `f� �` -� I � DENOTES STORM APRON
<br /> GO V \
<br /> A,D n� I p DENOTESIRON MONUMENT g
<br /> � 1`� r ooa.a �.� I U �
<br /> G��i �1� ; ;�c) r, DENOTES EXISTING ELEVATION NORTH Z v
<br /> ' .� N
<br /> �'' O�p ,. � ( (000.0) DENOTES PROPOSEO ELEVATION F- °
<br /> ` G�i G�Dc���OO 1004.5�t� 6006.4 t' -.t- DENOTES DIRECTION OF SURFACE DRAINAGE � N
<br /> .
<br /> �1004.4 ��L��O�� � � g8 [1007.8 jR.� 000.0 DENOTES SANITARY SEWER SERVICE ELEVATION v a
<br /> ��O 1004.9 �� � ¢99 8� ��,�"� I P I D E N O T E S P I N E T R E E A S H D E N O T E S A S H T R E E � 3
<br /> � ` 5A �0�5• �� _�p�jg.z,�8 � / ( TVB DENOTES CABLE TV BOX TB DENOTES TELEPHONE BOX m >
<br /> ' V
<br /> � 1008.0 ,,y f '�SS / DS 3 1000.1 i Q
<br /> BENCNMARKA T N �.� 1 0 0 5.7 1 0 0 5..h� { � ��,5 7 � W o
<br /> � 7NNELFt!=1oa8.o5 � 5.1 6'a �6� �:�,� � �(5'�. ' 9 9 9't - ------ DENOTES EXISTWG CONTOUR DENOTES PROPOSED CONTOUR � o
<br /> 1006.t o 1005.2 � �• OS i A � 3 •
<br /> FD RLS . t .8� "'o , �9 100�4 , 8 � • 998.1 • 99.1 = �
<br /> ioo5.0 . 005.0 �_ `�\ a9 ioos ss �oos� �\ �'� /� NOTES: �- o
<br /> N 5 TB *``�511+ �0� ,��, �� ' � � � . �� �� � I 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q o
<br /> � .�, / . � 999.4 8 4 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND (n �
<br /> w I A6� i.�;' 'q0�a gP�p.G�� � � � S ALL EXISTING UTIUTIES BEFORE COMMENCING WORK. HE AGREE S T O BE
<br /> 1� p�,g G p6• A �pp � I �9y � ' � � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS �{°RS Sb�ti
<br /> 1 0 0 4.9 �5�2 ��.6 c,�9� l�� ,� -� � p S A'q 8�)k � � �' • F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L E X I S T I N G � y;
<br /> J � b
<br /> 1004.82. 51poP •p ��( � ���i`��, �- A999.OS � • 9 7.9 UTILITIES. "
<br /> 1004.6 Z'_ �1 Z � �6,'L P���N�P�- � 99�:1 �O / � � , 998.9 � 3 �
<br /> -? � �f1 G�.�c, � �� / ,%'��5. ,� �,
<br /> 1004.`� � ,LO ��Ff� ---, � ( 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE � 2
<br /> �, y��N3 DES�G
<br /> 1004.?,�J�� '� Ox.7 -Z5 2��p`� `998�� r�q�8.9 j g98.t �9�.5 POSITIVE DRAINAGE.
<br /> / � `�j=� , ' � _ .., 5 99 .9 6`J / � P �t6, 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> �' - CAN BE USED AS BENCHMARKS.
<br /> ,� too2.s, � ��, � o �sa.ar ��°,�,,..• �/ � �16� z
<br /> G� , �002-- _ 1 04. .,�^,,,�,,�
<br /> � '�. _ � �c�d �00 f2.9� L ••,�• . gg8,2 ��gg7,� � Q 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY ANO DOES
<br /> -1000 i / +�9� .� PI 1� �l NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. }.
<br /> �� .-99g� �1�/� 998.4 � � � �J 99f.5`���� 996.9 99j. = W � Q
<br /> �_ _ � � -� � � � � �H. 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. F- � W Z �
<br /> ��7.8 J 9 7.� Y9 7.8 +�99� fi � • 997.8 996.3_ -- - ay P v � � � a cn
<br /> � /-' ���% 9 9�� � 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 p p w z
<br /> � • 996.2 g o( 997.0 � � � 995. `� � PI 12 997.
<br /> � _996 _^ _� � � �, cp REFERS TO TOP OF BLACK DIRT. Q � p O o z
<br /> � �`'_..' __�'� �o �� -- 996.0 G�, � � �
<br /> ` ��1 � �9,4 P�aP iDa� �996.S� 7.)BENCHMARK: Z � �w Q J z
<br /> ggq,g � � _ sp O� \ PI 1? MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN 0 � ¢ � O
<br /> • 994.7 � � -.-9�4-5' �9a� 5 � SOUTHEAST CORNER OF WILLOW DRIVE. Q U a Q W p
<br /> - - - - ` - - � • 995.0 ELEVATION= 1012.81 (NAVD88) ? � = o O
<br /> • • 994. • t �� • ' � � Q N v
<br /> • 994.5 N89�2� OO W �S4.00 • 994.8 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W m
<br /> DEVELOPMENT PLAN DATA - WO OF A SURVEY OF THE BOUNDARIES OF: U
<br /> GARAGE FLOOR ELEVATION =1005.5 OFFSET IRONS
<br /> BASEMENT FLOOR ELEVATION =99�•0 ELEVATIONS ARE TO THE TOP OF PIPE LOT 5,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<br /> os ni =iooi s6 OS t#3= 1003 57 HARDC-OVER THEREOF,HENNEPIN COUNTY,MINNESOTA
<br /> PROPOSED ELEVATIONS os�z= �ooa az �s 7a=°O`��s LOT AREA= 18,278.3 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
<br /> PROPOSED GARAGE FLOOR ELEVATION =1006.50 DRAW/CHECK
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.83 HOUSE Af�EA=1,854 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. �MUDBP
<br /> PROPOSED BASEMENT FLOOR ELEVATION =998.16 DRIVEWA'f AREA=926 S.F.
<br /> SIDEWAIK AREA=100 S.F. DATE
<br /> SETBACKS STOOP AF;EA=148 S.F. 09-26-11
<br /> MIN.FRONT YARD SETBACK=30' BOOK/PAGE
<br /> ASBU ILT ELEVATIONS MIN.SIOE YARD SETBACK=10',10' TOTAL IMPERVIOUS AREA=3,028 S.F. � NA
<br /> ASBUILT GARAGE FLOOR ELEVATION = 1006.05+0.33= 1006.38(NOT POURED) MIN.REAR YARD SETBACK=30� �ECEI� ��
<br /> ASBUILT TOP OF FOUNDATION ELEVATION=1006.73 o JOB NO.
<br /> ASBUILT BASE�-IENT FLOOR ELEVATION =998.07 COVERAGE= 16.6/o David B. Pemberton, Licensed Land Surveyor 3568-018
<br /> Minnesota License No. 40344 � DWG.NAME
<br /> DEC Z 1 ���
<br /> Floor Area Ratio:0.248 CERT 3568•018
<br /> `�f!�"Y (JF t�i�(1�lC<�
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