HomeMy WebLinkAboutGrading as-built-2012 , ► LEGEND REVRSIO�Ns
10-17-17 JML
0000o DENOTES RETAINING WAL� O$ DENOTES SANITARY MANHOLE ""10.2&1�'�s
CITY COMMENTS
TW DENOTES TOP OF RETAINING WALL DENOTES ITYDRANT REVISIONS 1031-11 JML
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71-21-11 DBP
BW DENOTES BOTTOM OF RETAINING WALL ❑ DENOTES CATCH BASIN COMMENTS 12-2U-17 OBP
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G• G����OGJ �� �--1�04.8�.g 1007.8 I 000.0 DENOTES SANITARY SEWER SERVICE ELEVATION C� Q
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�1 .8 1004.9 1004 � � 006.1'` g�`���sF ¢
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� TNHELEV.=fA08.05 TN 1�.8 � ��0 6`y �/ � '� �6�. �' 999•1 - - - -- - DENOTES EXISTING CONTOUR --------- DENOTES ASBUILT CONTOUR � �
1006.1 \ �
�005.1 fD RLS , �� '8 �,1� 1006.1� �o��I1��il.4` .58 � • • 998.1 r 99.1 = _
i005.0 . 005.0���CA� � 1�.1 a / � �•\ 3 � / �,�998.2 NOTES: �
a �� J� �o� I 1.)EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. Q o
5 TB � � ' � � � � �99� 8 THE CONTRACTOR SHALL DETERMINE THE EXACT IOCATION OF ANY AND (n �
. 1 •7 I � 'O ��(c� � �•1 J�I / I � ¢� ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE
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
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
1004.6 Z'_ � ,�6,2 ��P�-�EN�P��� ��i � / � � � // • 9 n�9 997.8 ,� 9998.9 UTILITIES. a_ ; p
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�' i ����'L� ��� �O , � / � � 2.)MUST MAINTAIN A MINIMUM 2%SLOPE GRADIENT TO ACCOMMODATE y.�ti �2"
k� �,, I �QQ.4,7 �� G� / �. .1 � I/ POSITIVE DRAINAGE. ��Na ptis�
1004.2`�J j �'� ,L5 j�� �� j 998.1 99�7.6
/ j , > > _ J �5 '9 / `I �p �q 6 3.)ALL OFFSET IRONS ARE MEASURED TO HUNDREDTHS OF A FOOT AND
4� 1002.6, � � � �, / pE�.�,, 997•3 � ~ ���•��•�` CAN BE USED AS BENCHMARKS.
h , 1002 - __, 1 1.0 99 ...�^.�•:;�`'" / � PI 16 '� Z
� � _, t� � � �' • �` • 998.2 / � 997.3 O 4.)THE PROPOSED DRIVEWAY SHOWN IS CONCEPTUAL ONLY AND DOES
-l0pp,�,� � �� �y� ��.5�� / +/9/ .� �PI 12 � �7 NOT PURPORT TO SHOW EXACTLY HOW THE DRIVEWAY SHALL BE BUILT. �
�� �-998 � /� `•997.2 � �� /�p 99�,.4�.F,� 99�. = W � ¢
� � J �' 996.9 �H 5.)A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. � w �
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/ 8.8 9�7.8 - - r,-f ' . 997.8 /" 996.3. 7 ��ay� �1 11 , V � � � � g O
�. 99 CO 6. PROPOSED GRADES SHOWN ADJACENT TO BUILDING FOUNDATION W
, • 996.2 g o 997.0 � ���$�8� 95. J � PI 12 997. � fn � w z
, '996 -__, -�I � �Y CO REFERS TO TOP OF BLACK DIRT. m � � 0 O Z
' �p -�{- �-;-�996.0 / \ � O Q = g
/ - '�,•_-�I ` _ +r9 s• / `�Pc�995.5 �c� •9�0 � w � 0 � z
't 9 / p o� � 996.9 7.)BENCHMARK: Q w w O
gg4.8 � \ �� -� O � O� \ ���PI 12 MNDOT GEODETIC STATION#81489-MONUMENT IN BRIDGE SIDEWALK IN C7 Q ¢ �
• 994.7 ( � � 6�� ��� � 5 � SOUTHEAST CORNER OF WILLOW DRIVE. 0 Q w Z Z O
8� _ _ � 994.7 � Q
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�994.8 I ��4.8 • 995.0 ELEVATION= 1012.81 (NAVD88) � � a = o O
- - - - - - - c� � N }
• • 994.5 �f89:2� ��O��W � �J4.�0 • 994.8 ~ N ~
• 994.5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION W m U
DEVELOPMENT PLAN DATA - WO OF A SURVEY OF THE BOUNDARIES OF: U
GARAGE FLOOR ELEVATION =1005.5
BASEMENT FLOOR ELEVATION =997.0 LOT 5,BLOCK 1,GLENDALE COVE,ACCORDING TO THE RECORDED PLAT
HARDCOVER THEREOF, HENNEPIN COUNTY,MINNESOTA
PROPOSED ELEVATIONS LOT AREA= 18,278.3 S.F. AND THE PROPOSED BUILDING TO BE CONSTRUCTED AND OTHER
PROPOSED GARAGE FLOOR ELEVATION =1006.50 DRAW/CHECK
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
PROPOSED BASEMENT FLOOR ELEVATION =998.16 DRIVEWAY AREA=926 S.F.
SIDEWAIK AREA=80 S.F. �� DATE
SETBACKS STOOP AREA=148 S.F. ' � 09-26-11
ASBU I LT ELEVATIONS MIN. FRONT YARD SETBACK=30'
` BOOK/PAGE
MIN. SIDE YARD SETBACK=10', 10' TOTAL IMPERVIOUS AREA=3,008 S.F. ���-� � NA
ASBUILT GARAGE FLOOR ELEVATION =1006.4 MIN. REAR YARD SETBACK=30'
ASBUILT FIRST FLOOR ELEVATION =1008.1 JOB NO.
ASBUILT TOP OF FOUNDATION ELEVATION= 1006.73(FDNASB) COVERAGE= 16.5% David B. Pemberton, Licensed Land Surveyor 3568-018
ASBUILT BASEMENT FLOOR ELEVATION =998 0 Minnesota License No. 40344 DWG. NAME
Floor Area Ratio:0.248 GAB 3568-o1s
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