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Lot 7
<br />Lot 6
<br />Lot 5
<br />o - \
<br />NOTES:
<br />1.) Existing utilities shown are shown in an approximate way only. The contractor shall
<br />�- --- - 'Z Q determine the exact location of any and all existing utilities before commencing work. He agrees
<br />_- - --- - Lakeview�- �� to be fully responsible for any and all damages arising out of his failure to exactly locate and
<br />Park preserve any and all existin utilities
<br />FIELD CREW
<br />XXX
<br />DRAWN
<br />BDH
<br />CHECKED
<br />DBP
<br />DATE
<br />09/02/15
<br />975.8 S84°06 4 „ Way
<br />g
<br />975 s " 2 E 82.41 \
<br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />/--Rock Construction
<br />- PND IP 25684 -- 975.3 7 Entrance
<br />973.3- -
<br />- - FND +P j4 \ 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />973.7 256g_4 9So
<br />4.) A title opinion was not furnished to the surveyor.
<br />_� nj
<br />968.7 -- �--__ -_ f� -+--- --' _-=-" '--+--_ � � \ �3 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />6 9-4Co I
<br />Z968 0 >?s �`-) _ (971x 96 .9 �6s.5x �9� \ �o
<br />/ , ( Proposed Elevations
<br />c'9s3.9/ 7 01
<br />R + x i /2 e X 0 \� Proposed Garage Floor Elevation = 972.7
<br />_ 965.1 O� B / 1 /
<br />�- �� / �� \ Proposed Top of Foundation Elevation = 973.0
<br />OS#2 (0/ �` X(9 9� \�9 �s Proposed Basement Floor Elevation = 964.3
<br />/969.0..• ) o� B 0 966. a a �6� a #3 �� O
<br />i Canton 15
<br />g67.� x �v L �' 970.37/
<br />y s I ' - �� : 7x 971 5 os#4 S Q Setbacks
<br />/ 1 9 ,/- a
<br />�� /06 J ! % 965 o js 5��2 4 obi E ��� ,! 0972.99 �� O� 6'•, Min. Front Yard Setback = 50'
<br />Proposed St / - 6� Min. Side Yard Setback - 30', 50 Adjacent to Street
<br />Ret. Wall '6 oop / o_ s \ / Min. Rear Yard Setback= 50'
<br />965.3�h . o� o �'� 6�, F� �' o oma. 9� �s x 973.7 \ Hardcover -Tier 3
<br />\1 B 90 �2 9 �.,, A x 973. \ - J
<br />� / / l A �` 0 (9� °N , 0 0 r° ° 0 20.E 2.C�• u , f 3JOS#5 Lot Area = 90,254 Sq.Ft.
<br />964.9 N o / \ �6 S 11 ss 0 3 °� TFo ° 02 cFE W 973.97 House Area = 2,952 Sq.Ft.
<br />// / S / 6 57 jj c A (9;30 (972.7 2- 0 ���0� l
<br />Stoop Area = 168 Sq.Ft.
<br />i I, )
<br />s 2 pro > A �� + 5 p x 9 4. o x Deck Area = 339 Sq.Ft.
<br />0 1 Proposed ell q
<br />i j' �5 \ 96009 9s C posod p t \ g,3 0`� -os#s vocation Patio Area-- Retaining Walls 43 Sq.Ft.
<br />96. s Ox 3 E� oke.. w h 9> Isk
<br />o 8 A xow olko� �..
<br />Concrete Area = 1,725 Sq.Ft.
<br />a64� / / 963.9 963 ��� ��rkwa 1\'� / 0974.13 a„- ""� r' 0 96 .48
<br />--- - -- i - N l / OS#tO 3� g 'g�� E y �. 0J ! .�^ Cons O
<br />961.5=Z 19-1
<br />r O ' 3 �S 3OS#7 ropo�` ce/ 965.38 96Sx ` P en x 93.2 q Total Impervious Surface = 5,502 Sq.Ft.
<br />�962� 9�64.0-- lt9 �k>sx1973.21 973.8 / `/ Total Impervious Coverage = 6.10%
<br />3 a 973.8 x/PD / I 964 ( 47.z_ s I . ` oss8.7s Basement Calculation
<br />x 958.3 y66 p 1g �p 8 x
<br />Lot 2 / ro .51 I / \ Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft.
<br />- _ --958 " �^. s x 9629 .COs#s / i ?u' x 71 2 I x 973`.1 PX oposed Septic �� 970 I� \ Total Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft.
<br />,�1 / S�Xt / , 'rx Proposed 972.150 973.2 Site x , Total Perimeter= 212.0 Lin.Ft.
<br />-956 X xx%30_e,�c
<br />Patio I % I Total Percentage At or Below Existing Contour 969.0 = 53.3%
<br />955.5 / \ ( a
<br />e /\� 9"11. /x 13 � I ^ry �6� �� 'I01
<br />i �/ x 957.} x 972.0 ---I - ---�F--
<br />_ _ 1 �� x 97.8 j/ �� 50 Block 3
<br />Q54 �`( ^ Offset Irons
<br />---- �� \
<br />I _ 969.0 I 971.3x / 970• j (elevations are to the top of pipe)
<br />x 952.4 / / ° 955.3 I \ !/
<br />- _ -952- - Contour I �/ 974.6 W Ra _
<br />972 7 i� . 911.4 / / �� I / , \ / 0§ 0� 40:M 0§ 944:4§
<br />x 949.9 --� I -G / = -� - J_ _ 967,5 ®�l s �7/:�� ®�J = ��
<br />x OS #9= 972.15 OS #10= 965.38
<br />0.8 974.5x/ d
<br />� -- 8924'07'E 970.9 � .� -' .- O _ OS#11=964.57
<br />-950 I / /�
<br />x /x 967.9 ��,� CV
<br />x 9 8.0 I /x 974.1 1�� x 969.4/ �',�,.�° /�"�_ / CN
<br />\ \ I I I x 972.7 x 973.7 1 00
<br />--94B- / `` 1 Propo ed Septic I/� VO �� O
<br />\ _ 1 x 965.4 1 I Site / /x 970.9 --_ -_ /
<br />I _
<br />cb/ x g7 ,.4 \ Li�� 4-
<br />-9
<br />/ ./'-
<br />\ \ 9 gR o� ILOt 3I ' \ 9 i i / / o ^�O
<br />'*
<br />\ ` I / 719 x 967.8 yin i -� ? O i
<br />/ d
<br />00
<br />969. 966.2
<br />x 954. ' � �o� / v- .� ,.
<br />9Q Rte\ \ x � �'� x 965.0
<br />` , ,°� ��� j�66 / / - �2 N !l 11 I herebycertify that this is a true and correct representation of a survey of th
<br />,�46. ` m Blo 2 ' ` x 970.8 16e� �� 5��� x 99.8 /g6� /3.5 Q x p � Lot 1 fY p Y e
<br />942.\ \ ' \ \ \ i e �0 N / / boundaries of:
<br />e � eek o. I / 9b3�` _ �
<br />/ / % / 6� \ \ \ x 964.9 4 �O Q �C
<br />e�\ I N / / g6 / Lot 3, Block 2, LAKEVIEW OF ORONO, according to the recorded plat thereof,
<br />A o��k 971.7 I / A6 to �� Hennepin County, Minnesota
<br />965.3 x , • _ et I / p >y, ,
<br />, �� / r/ t and the location of all buildings, if any, thereon, and all visible encroachments, if any,
<br />�\ 48.7 _ _.a' goo x from or on said land as surveyed b me this 21st da of September, 2015.
<br />\ \ 0 ' Y Y Y
<br />9 � � � � � \ ,� I/ � � o i BIOFILTRATION
<br />/� x 968.8 -I � � � �� � BASIN 10
<br />BOTTOM= 957.0
<br />HWL= 959.9 �+ x 966.8
<br />-i n� A David B. Pemberton, PLS Minnesota License No. 40344
<br />\ ^ \ \ / ` �_ `- X __" _ � _§6o--� / � ^� 4 pemberton@sathre.com
<br />B�L ` `-�-B�e� -- B�BL_____�- --I �- -Q62- / ,� Q64.2 CITY Q OR
<br />+� �J - / SITE ( "
<br />d / { \ \ - - �; �i / -G64- / ^ x 966.7 `:)ROVED
<br />E P �� =GR;DING'_AN
<br />;� \ / / q L I / / / x 964.3
<br />I
<br />°'
<br />E - I / / / 9r �, ❑ .;t�PRO`% ITH R-VISJOI, O R�
<br />/06� � / �� i i i ����y �x v,� ❑
<br />DISAPPROVED �S ON0�1(3t 11i1 ti
<br />5 4 30 15 0 15 30 60
<br />_P
<br />�a SLOZ O l ��0
<br />DATE
<br />� �I 966.0 e12 --
<br />o AA ^
<br />i SETIP- -� � � � / / � J/ , - ( a3l113J3H
<br />77
<br />/ / / ` / i -968_ ( SCALE IN FEET
<br />8s 05� W/y. / SURVEY LEGEND
<br />- - _-� 4- _
<br />- -963.4 x �
<br />-946 - / / A-=3'15'11» \
<br />_ R=1004.93 O CAST IRON MONUMENT A C UNIT
<br />_ -/
<br />-- -� -- -- � 948 �_ x 965.2 � �- --�.� � �� � r �� � BITUMINOUS
<br />West Brandi/RQ 'i I
<br />® CATCH BASIN _� CABLE TV PEDESTAL BSBL
<br />/ � �-gFa__ �� BUILDING SETBACK LINE
<br />-g52_ - / \\ \ \ - -- - J -_ a FLARED END SECTION i ELECTRIC TRANSFORMER - c -v CABLE TV
<br />_ / \ DJ GATE VALVE OE ELECTRIC MANHOLE CONCRETE CURB
<br />1 _ g54_ _ \yyb X962 �\ < GUY WIRE OO ELECTRIC METER CONCRETE
<br />_ _ _ 056-
<br />HYDRANT © GAS METER - 96
<br />N1/4 OF SEC 7 - - - -_ _ °' - _ City Of Orono o _ CONTOUR EXISTING
<br />- - - - _ _ Planning & Zoning Pl m Revie� O SURVEY MONUMENT SET © GAS VALVE sso - CONTOUR PROPOSED
<br />\ ��, • SURVEY MONUMENT FOUND -°-°- GUARD RAIL DT DRAIN TILE
<br />Centerline of West Branch Road -_ t � � \ -------_ _ _ _ � � ° �� '�
<br />(Per Plat of LAKEVIEW OF ORONO) J --- - Site Plan Review Date: �\ SURVEY CONTROL POINT [E HAND HOLE ESC ELECTRIC UNDERGROUND
<br />�- -PROVED LIGHT POLE} SOIL BORING -x-x- FENCE
<br />p APPROVED WITH f.EVJ%IONS (see notes) "CL) POWER POLE %_ ` TREE CONIFEROUS
<br />FO FIBER OPTIC UNDERGROUND
<br />_ Cl DENIED s0 SANITARY MANHOLE ` TREE DECIDUOUS eas GAS UNDERGROUND
<br />- ' �, - O SANITARY CLEANOUT TO TELEPHONE MANHOLE °"u OVERHEAD UTILITY
<br />Staff' \\ SIGN M TELEPHONE PEDESTAL """" H " "' RAILROAD TRACKS
<br />�\ 972.5 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER
<br />12) STORM DRAIN OO UTILITY MANHOLE » STORM SEWER
<br />'TEl TELEPHONE UNDERGROUND
<br />� -•`..! ��
<br />','DST MANHOLE � UTILITY PEDESTAL
<br />YARD LIGHT WELL UTA UTILITY UNDERGROUND
<br />WATERMAIN
<br />NO. BY DATE REVISION
<br />TWP.117 - RGE.23 - SEC.07 FILE NO.
<br />1 BRV 12/7/2015 REVISED SURVEY PER CITY COMMENTS `�tG�G�sl S�R�� Project City: Orono T I F I CAT E O F SURVEY 31202-289-001
<br />2 BRV 12!812015 STAKED HOUSE IN FIELD USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY _ Hennepin Coun
<br />3 BRV 12/9/2015 LANDSCAPE PLAN AND UPDATED HARDCOVER PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID to % P SAT H R E- B E RG Q U ST INC.- AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL -
<br />tooff
<br />RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY �,,, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR:
<br />795 Lakeview 1
<br />RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. N ��
<br />Parkway GONYEA HOMES
<br />1
<br />-7q5 La OvicW 'arrmayl
<br />2-Ot5- ©Iz3lo - Ntvi f- ak1 ,
<br />
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