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a Certificate of Survey and Topographic Survey �
<br />0 20 40
<br />Feet
<br />PROPOSED ELEVATIONS
<br />TOP OF FOUNDA TION = 941.33
<br />GARAGE FLOOR = 941.00
<br />BASEMENT FLOOR = 933.50
<br />Property Description:
<br />Tract A and B, REGISTERED LAND SURVEY NO.
<br />500, Hennepin County, Minnesota, according to
<br />the recorded plot thereof.
<br />Surveyors Note:
<br />Easements shown ore from the Certificate of
<br />Title it appears that other easements exist, but
<br />they were not provided.
<br />(A,,,fter
<br />0
<br />A a �-
<br />v N
<br />N �
<br />94sr
<br />X9 f6.93 41 Gib Shed Corner
<br />936 �3.4' NE of Line _ \\
<br />&D 931.4�33 a`S o-f'. `o`O /*9 � � � CO
<br />� rn C�2 y 1 � -#' I O M
<br />3 \ / � � k
<br />X931.68
<br />�) X931.56 •TRA &T,i ?J" ASH
<br />0 � 4-6
<br />9 S o, j
<br />/ l /
<br />Rood Eosement per j_ / ASH San. MH \ 1co /
<br />\ ` Doc. No. 544834 �S. —Rim=932.18 931.60x \ ^• Vo \ 0� Q
<br />.J ) L
<br />r , INSTALL & MAINTAIN Inv=925.9 G� �3 U
<br />\ 12' WIDE ROCK_ —... �? J9 ASH hoc O u)
<br />..:........... ..
<br />CONSTRUCTION �.......... / 21 "ASH Q�7 r7 J z
<br />'�.• ENTRANCE ti, ......... ..�...
<br />7 �'�,P
<br />(t
<br />31.
<br />i' 52 Raised 0 c / \ �
<br />19"ASH
<br />/' Garden o o�
<br />932 X931.73 Box cay i
<br />9 ° I
<br />VOLUME CAL COLA TIONS: ' / oo �3 'se / / I o�
<br />W
<br />CUT VOLUME = 106 C Y /� J ,o �� ` /
<br />FILL VOLUME = 1,127 CY J Eoseme ood p0"AS
<br />\ ses over Tract
<br />A �er Doc. No. ✓N� -Edge o/ Conol
<br />(\ yo a� �N_ 9S) 477271 and 544834 \
<br />,1.00
<br />14)
<br />gqt 0 ! rJ �o / �
<br />Cy) O b �
<br />\ 933.39 h / h 9 941 g� oil :...
<br />CO
<br />1 Goje "S O.o NDOW \ kv\ /
<br />i
<br />WELL U
<br />933.0 0 % 2.09
<br />r l w o'°osFO 8.76� \
<br />\ A _
<br />OO�0S / ti00s 112.09
<br />10 F ��� o"1 o " PROPOSED RETAINING
<br />33 CY_ 0 0 ��. / _WALLS
<br />FLOODPLA/N FILL �5 �1 7•
<br />1.00 / Existing 0' g36 j 2 PROPOSED �, Z
<br />o \ Screen Porch ARBORVI TA m
<br />�` /,�\ % ^+ 9�? ! �0 / k' • •�''°,l/r 90 i -1.00 dry/ Q� L
<br />+++++++++ �/ ' ��� �� .� LEGEND —V
<br />9 X �` : . O
<br />/ + + �+ + + S 9`�� p 0� x� x �' 'ss o // S 1010 denotes Proposed Contour
<br />+ + + + ¢ t + `,� + +.' �, j z z lz '�z z st�2 z :tom z z z ., z / 1017.5 X
<br />+ + + + + + �-� + + / , . � , �. � � 0 denotes Proposed Spot Elevation
<br />i 10 g32� ��. ., :.
<br />o - V v o /re s �8.0 / denotes Proposed Drainage M
<br />iO4
<br />+'ibt L i / / denotes Proposed Retaining Woll
<br />7'� 1
<br />/ + + + + +'�:+ / r 0 — 988 — denotes Existing Contour
<br />/ ^�
<br />h /
<br />,y
<br />+,�"� / 988.00 X denotes Existing Spot Elevation
<br />9�OcY3.i8+{+'Y:+ . ! 33 Cy
<br />i ' X9 6 Q) 1
<br />—•••-FLOODPLA/N .— 00 h� FF=989.36 denotes Finished Floor Elevation Z
<br />3 + + + + / JaIRGAROIy .�,o re �,,�0 ^ denotes Pre —construction Silt Logs O
<br />/ g + + + + + + + +/ Fi o0 0, , J ��ct
<br />++ + / e�oroo ; , �o� / DQ denotes Water Valve
<br />p + / u o
<br />U , ./— 17 denotes Hydrant
<br />`o\ + Are33,042i S.F. to O.H.W.L.�<vQs denotes Sanitary Manhole o o
<br />X 9.S 1.26 / U C N
<br />Q denotes Deciduous Tree
<br />8 Survey Line V 3
<br />ss denotes Sanitary Sewer Line ,, m
<br />x denotes Fence Line
<br />9��sr o 4ko \ 9�, \ , — — — denotes Building Setback Line
<br />ro^ r l So ��� Fron t = 35' o i
<br />0-0,�� �� �X931.34 \ o c, C �,
<br />�orc \ \ tipo \ Side = 10 a O
<br />0`9,90 0' �� \ RipRop �, / �oA�� OH = 75' .c
<br />a� Z Cr ra) 0 N
<br />O/1 O
<br />\ �'^l�, Concrete C 4 o c_
<br />00 .9 —
<br />`�\�"//� \' ; `� Retaining / v .c O
<br />Wa//
<br />60
<br />So _'a -Edge of Conol
<br />car i5� LO �`aJ 1 g � • +.
<br />� 9J
<br />Q
<br />so
<br />ro /oti
<br />-P
<br />\ v�HARD S FACE \
<br />PUBLI ROAD
<br />PROPOSED HARDCOVER CALCULATIONS:
<br />AREA TO OHWL =
<br />33, 042f
<br />S.F.
<br />AREA
<br />Proposed House
<br />3,842
<br />S. F.
<br />Proposed Deck
<br />80
<br />S. F.
<br />Proposed Porch
<br />218
<br />S. F.
<br />Proposed Bituminous Driveway
<br />3,161
<br />S.F.
<br />Proposed Retaining Walls
<br />47
<br />S.F.
<br />Existing Shed
<br />101
<br />S.F.
<br />Existing Bituminous Driveway
<br />145
<br />S.F.
<br />Existing Povers
<br />15
<br />S.F.
<br />Existing Screen Porch and Steps
<br />277
<br />S.F.
<br />TO TAL
<br />7,886
<br />S. F.
<br />9, HARDCOVER
<br />23.9
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