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, ► LEGEND REVRSIO�Ns
<br /> 10-17-17 JML
<br /> 0000o DENOTES RETAINING WAL� O$ DENOTES SANITARY MANHOLE ""10.2&1�'�s
<br /> CITY COMMENTS
<br /> TW DENOTES TOP OF RETAINING WALL DENOTES ITYDRANT REVISIONS 1031-11 JML
<br /> 30 15 0 15 30 60 �
<br /> � FOUNDATION ASBUIL7
<br /> 71-21-11 DBP
<br /> BW DENOTES BOTTOM OF RETAINING WALL ❑ DENOTES CATCH BASIN COMMENTS 12-2U-17 OBP
<br /> SCALE IN FEET ADDEDRETAININGWAIISAND
<br /> � � ( QD DENOTES STORM MANHOLE Reviseosioewn�Koa-zs-,z�M�
<br /> \ GRADi^1G ASBU�:'
<br /> 0`-2�12JML
<br /> / �O` i� � � \ I Q DENOTES STORM APRON
<br /> V
<br /> � 0 P� p DENOTES IRON MONUMENT �
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<br /> G � �
<br /> ��� 004.4'1$` M 1�13 . (;1,' �; DENOTES EXISTING ELEVATION NORTH Z v
<br /> O N
<br /> 1�� �p �� (000.0� DENOTES PROPOSED ELEVATION � °
<br /> \� � ' A I
<br /> ��\ ��� �O� '�.� � 1006.4 `Y f- DENOTES DIRECTION OF SURFACE DRAINAGE � �
<br /> pp� •
<br /> G• G����OGJ �� �--1�04.8�.g 1007.8 I 000.0 DENOTES SANITARY SEWER SERVICE ELEVATION C� Q
<br /> 11004.4 D �� Q�' � �8 �.7 �/��. � �
<br /> /\ �j h $ Hpr� �� I PI DENOTES PINE TREE ASH DENOTES ASH TREE �
<br /> �1 .8 1004.9 1004 � � 006.1'` g�`���sF ¢
<br /> / ` � 0'C75.2� NB DENOTES CABLE N BOX TB DENOTES TELEPHONE BOX w 3
<br /> / �ooa.o ,,�oos.� toos.� � � � �� .� I m �
<br /> BENCHMARKA •1
<br /> � TNHELEV.=fA08.05 TN 1�.8 � ��0 6`y �/ � '� �6�. �' 999•1 - - - -- - DENOTES EXISTING CONTOUR --------- DENOTES ASBUILT CONTOUR � �
<br /> 1006.1 \ �
<br /> �005.1 fD RLS , �� '8 �,1� 1006.1� �o��I1��il.4` .58 � • • 998.1 r 99.1 = _
<br /> i005.0 . 005.0���CA� � 1�.1 a / � �•\ 3 � / �,�998.2 NOTES: �
<br /> a �� J� �o� I 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q o
<br /> 5 TB � � ' � � � � �99� 8 THE CONTRACTOR SHALL DETERMINE THE EXACT IOCATION OF ANY AND (n �
<br /> . 1 •7 I � 'O ��(c� � �•1 J�I / I � ¢� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
<br /> 1005.0 � / �, n. � � � � �g 9 � „ � I F U L I.Y R E S P O N S I B L E F O R A N Y A N D A L L DAMA G E S ARI SIN G O UT OF HIS �yoRs sy�,ti
<br /> 1 0 0 4.9 . 1 2 6 j� �9� ,� �� ��'/` / eO J,p,�� : F A I L U R E T O E X A C T L Y L O CAT E AN D PR E S ERV E ANY AND ALL EXISTING �� yb
<br /> 1004.6 Z'_ � ,�6,2 ��P�-�EN�P��� ��i � / � � � // • 9 n�9 997.8 ,� 9998.9 UTILITIES. a_ ; p
<br /> N 41
<br /> �' i ����'L� ��� �O , � / � � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE y.�ti �2"
<br /> k� �,, I �QQ.4,7 �� G� / �. .1 � I/ POSITIVE DRAINAGE. ��Na ptis�
<br /> 1004.2`�J j �'� ,L5 j�� �� j 998.1 99�7.6
<br /> / j , > > _ J �5 '9 / `I �p �q 6 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
<br /> 4� 1002.6, � � � �, / pE�.�,, 997•3 � ~ ���•��•�` CAN BE USED AS BENCHMARKS.
<br /> h , 1002 - __, 1 1.0 99 ...�^.�•:;�`'" / � PI 16 '� Z
<br /> � � _, t� � � �' • �` • 998.2 / � 997.3 O 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
<br /> -l0pp,�,� � �� �y� ��.5�� / +/9/ .� �PI 12 � �7 NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. �
<br /> �� �-998 � /� `•997.2 � �� /�p 99�,.4�.F,� 99�. = W � ¢
<br /> � � J �' 996.9 �H 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w �
<br /> 9g7.8 J ~Y �_ + - P �+ W z
<br /> / 8.8 9�7.8 - - r,-f ' . 997.8 /" 996.3. 7 ��ay� �1 11 , V � � � � g O
<br /> �. 99 CO 6. PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION W
<br /> , • 996.2 g o 997.0 � ���$�8� 95. J � PI 12 997. � fn � w z
<br /> , '996 -__, -�I � �Y CO REFERS TO TOP OF BLACK DIRT. m � � 0 O Z
<br /> ' �p -�{- �-;-�996.0 / \ � O Q = g
<br /> / - '�,•_-�I ` _ +r9 s• / `�Pc�995.5 �c� •9�0 � w � 0 � z
<br /> 't 9 / p o� � 996.9 7.)BENCHMARK: Q w w O
<br /> gg4.8 � \ �� -� O � O� \ ���PI 12 MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN C7 Q ¢ �
<br /> • 994.7 ( � � 6�� ��� � 5 � SOUTHEAST CORNER OF WILLOW DRIVE. 0 Q w Z Z O
<br /> 8� _ _ � 994.7 � Q
<br /> �
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<br /> �994.8 I ��4.8 • 995.0 ELEVATION= 1012.81 (NAVD88) � � a = o O
<br /> - - - - - - - c� � N }
<br /> • • 994.5 �f89:2� ��O��W � �J4.�0 • 994.8 ~ N ~
<br /> • 994.5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W m U
<br /> DEVELOPMENT PLAN DATA - WO OF A SURVEY OF THE BOUNDARIES OF: U
<br /> GARAGE FLOOR ELEVATION =1005.5
<br /> BASEMENT FLOOR ELEVATION =997.0 LOT 5,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
<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 DRAW/CHECK
<br /> PROPOSED TOP OF FOUNDATION ELEVATION=1006.83 HOUSE AREA=1,854 S.F. IMPROVEMENTS AS PROVIDED TO ME THIS 29 DAY OF SEPTEMBER,2011. ,JMUDBP
<br /> PROPOSED BASEMENT FLOOR ELEVATION =998.16 DRIVEWAY AREA=926 S.F.
<br /> SIDEWAIK AREA=80 S.F. �� DATE
<br /> SETBACKS STOOP AREA=148 S.F. ' � 09-26-11
<br /> ASBU I LT ELEVATIONS MIN. FRONT YARD SETBACK=30'
<br /> ` BOOK/PAGE
<br /> MIN. SIDE YARD SETBACK=10', 10' TOTAL IMPERVIOUS AREA=3,008 S.F. ���-� � NA
<br /> ASBUILT GARAGE FLOOR ELEVATION =1006.4 MIN. REAR YARD SETBACK=30'
<br /> ASBUILT FIRST FLOOR ELEVATION =1008.1 JOB NO.
<br /> ASBUILT TOP OF FOUNDATION ELEVATION= 1006.73(FDNASB) COVERAGE= 16.5% David B. Pemberton, Licensed Land Surveyor 3568-018
<br /> ASBUILT BASEMENT FLOOR ELEVATION =998 0 Minnesota License No. 40344 DWG. NAME
<br /> Floor Area Ratio:0.248 GAB 3568-o1s
<br /> "LC�I I -��z�I � Z,31.� (�l�.�10�l;� C��
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