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ECEIVI tJ
<br />MAY - 6 2016
<br />CITY OF ORONO
<br />LO t 6
<br />/ NOTES:
<br />I
<br />`1- 1.) Existing utilities shown are shown in an approximate way only. The contractor shall
<br />determine the exact location of any and all existing utilities before commencing work. He agrees
<br />CO
<br />�
<br />to be fully responsible for any and all damages arising out of his failure to exactly locate and
<br />Lakeview p �� preserve any and all existing utilities.
<br />- 975.8 975.6 S840 6'42"E 82.41 Parkway / ��
<br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />75,4
<br />/ --Rock Construction
<br />FND IPEntrance
<br />-� 25684 - V - 975.3
<br />9
<br />3
<br />__. _ g�3.} All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />- FND Ip
<br />2
<br />- _ - - 4220 _ _ ,�,�` g 73`/ `68� so 4.) A title opinion was not furnished to the surveyor.
<br />i ` \
<br />0)965 5.) - - _ _ \ A� / 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />(968.0) 1 << 1 6 19>J^
<br />�L - (971x56 .9 X68 Sx � 9,\ \ Ro Proposed Elevations
<br />--
<br />Proposed Garage Floor Elevation - 972.7
<br />X
<br />q5 7 /� \ _ �Q Proposed Top of Foundation Elevation _ 973.0
<br />Proposed Basement Floor Elevation 964.3
<br />Oso 6 / �° X1'9 \ s
<br />Z969.0- s may`---- eseL -- 966.46 / # x > i
<br />i Contou `� s_'/.2 x /.�� �� ewI > BL------ Bsr�l '�' s7o.3�/ �\� ) Setbacks
<br />YS AO r k x 971.5 OS#4 \ S X \ ,
<br />C� // J /fi/t fOS#1 Q, g6� / ° �/ 972.99
<br />` D,% Min. Front Yard Setback = 50
<br />/ c // 965.80, 9 i��'t , / , O �� O
<br />" /S w 2, / [� / of �O- !s Min, Side Yard Setback = 30, 50 Adjacent to Street
<br />Proposed -,, rw�� �/VStoo l jFON 25 0 ' Min. Rear Yard Setback = 50'
<br />/Ret. Vdalls � ' r p \
<br />Hardcover -Tier 3
<br />JrF ry�0 0 3 00 C'\2000 x9�� ��cs> x973.7 Lot Area = 90,254 Sq.Ft.
<br />964.9x Cp / �\ lw `� tX9�3� g�ON r 02.0 2' OS#5 O S / i House Area = 2,952
<br />ry 63 o5#I ss0. 0 3or Jvvp k GFE- 0 W 11 s73.s7 Z \ Stoop Area = 68 Sq Ft•Ft.
<br />`- - F 12 6'� 1',
<br />964-57 H I °� 4 (sT oN, 9� Ao 0 2 �n. 0 O x 974.0 3 x Deck Area = 339 Sq.Ft.
<br />/ my O�\s4 2 pro � -o -,, \1 \5 Proposed ell
<br />�• �, �0 9S L posed •,. 9�9�\--- Location Patio Area- 275 Sq.Ft.
<br />- - - - - O �° 96 ^3 S x 638 qke ie lyq/ko o OS#6 �Q� �s�, \`, o Retaining Wall= 43 Sq.Ft.
<br />q•
<br />364 0 963.9 0 a q 9k'OF w pgrkut Xo 974.13 ` Concrete Area = 1,725 S Ft.
<br />633 �, q' 644 wqy � 0 ` ,r Co'er dt'ion ` \ o O96 .48
<br />x / / r OS#10 / 9 c' os Total Impervious Surface = 5 502 Sq.Ft.
<br />_ O P q
<br />' 965,38 967, x 3 �3Sx Os roP Fence x 973.2 0
<br />/ �� �� Total Impervious Coverage = 6.10 /o
<br />1962' ° �j9 Se k®y'3, 9��s73.21 x 973.8
<br />4x,
<br />x 964.0 3 6 x 9 1.0 973.8x03
<br />- 6 g 7� . \< ` 0968.76
<br />959.1 I / - 467.2 i s 'mow G ` �� Basement Calculation
<br />40
<br />g6��
<br />- x 958.3 - o / j' g w q / Os#� I l\, v ` �� �� Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft.
<br />Lot 2 i � \ / ~e� � x/962 9 7 / � 1� x11 .0 0 QJ71.51 ` I x 973.1 r � � / 970. J � I x \ \ � Total Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft.
<br />- _ -958 S �/ OS#9 p x 971.2 I Px oposed Septic ✓ ` x 4
<br />S� / Proposed L 972.15 .-' 973.2 Site ` ' Total Perimeter = 212.0 Lin.Ft. o
<br />�t , °� / Ret. Wall / r I Total Percentage At or Below Existing Contour 969.0 = 53.3%
<br />-956 -X9 _ �xx/ e�C // / / / 1 ; ) LO
<br />\ 1 I l a
<br />) �O 971.7x I - - ___I - V ' F-- 1 cn
<br />x 957. / / x 970.8 x 972.0 -- 50 �7 "-_
<br />_ -954- o / ; / cc � 50 ��; C) C; r: Asbuilt Elevations
<br />x 952.4 / l / ( / /7_ g6g 0 971.3 x 970,7 7 /} /� / Asbuilt Garage Floor Elevation = 972.4+0.33= 972.7 (NOT POURED)
<br />� /955.3 /
<br />- , Contour 1 L974.6W \ /� �X _ Asbuilt Top of Foundation Elevation = 973.0
<br />- ---952- / `� I I l /972.7" 971.4 �� / / / / // . °�� I ' \ / Asbuilt Basement Floor Elevation = 964.4
<br />/ �- -- ,.� _ 967.5 d -
<br />x 949.9 x 970,8 74,5x Offset Irons
<br />I fi I l J -- 89-24'07"E 288�57�- � gyp/ J� /970.9 \ �' / y N o
<br />950- - �� I I w� I / / / � /� x i -x 967.9 �/ -- N - --_
<br />1 \ I ( /x 969,4' ' = N elevations are to the to of pipe)
<br />9 8.0 I ( / / /x 974.1 �g� �� �' C ( p P P }
<br />OS #1= 965.80 OS #2= 966.46
<br />1 I x 972.7 x 973.7 1 / / d' 0
<br />Propo ed Septic /� ,.f'' 0 �I OS#4=972.99 OS#3=9?0.37
<br />w I I x ,I I t e I / / x 970.9 _ _ _ - - �� �, OS #5= 973.97 OS #6= 974.13
<br />- a - OS #8= 971.51 OS #7= 973.21
<br />LOt 315.4 ' x 970.4 O 882 / L / � _ - ��
<br />1 •tel ^ -
<br />\ �9� \ °/ I I I \ CK CPIP 703 71:9 ,rte x 967.8 �cg _ , l / - i? 0) o) � 0 OS #9= 972.1 OS #11- 96.7#10= 965.38
<br />\9 I f i � di A <% to .
<br />\ IR\ \ \ 1 ` i �/69.0'� x 966.2 r 01
<br />\q \ \ 1 `954.7 \ I � } 1 ' I I / / O \off 2 / / i - / / �m�/ O
<br />a 0 / \
<br />\9A x 4 , \ \ x -�.,.0 ` ` yet �� x /� jg - i Z ry / Ce I I hereby certify that this is a true and correct representation of a survey of the
<br />\ ' , \\ Blo 2 \ x 970.8 \ �G°� �2� 9 9.8 966/ '�3 5 g / x � o ,, boundaries of:
<br />�c 942.9 31 ( 0 /
<br />\ \ \ \ \ ' \ \ \ �\ ewe 0
<br />\\ \ \F x 964.9 / Lot 3, Block 2, LAKEVIEW OF ORONO, according to the recorded plat thereof,
<br />971,7 j� / \ Hennepin County, Minnesota,
<br />X
<br />/��
<br />\ \\
<br />_Q S and the location of all buildings, if any, thereon, and all visible encroachments, if any,
<br />'! _ \_ \� �� � from or on said land, as surveyed by me this 21st day of September, 2015.
<br />x 48,7 x\ \ \ �_--�_- - -- i� / II o/ \\ 9 / /
<br />A \ \ 1 \ X x 968.8 --I of
<br />BIOFILTRATION
<br />ONASINA O"x
<br />\ a BOTTOM= 957.0 '
<br />9Q \ \ m \ \ 966.1 - - - - _ a HWL= 959.9 ��� / / x 966.8
<br />i Z\ \ o co
<br />x1966.0 !j{.
<br />�� \ \ \ i - -- / / / i David B. Pemberton PLS Minnesota License No. 40344
<br />O \ c o >
<br />\ �\ \ /� / pernberton@sathre.com
<br />CIO
<br />I � BSBL\, \ `(
<br />°\ '�--- BSBL BSBL-- ----� �- - j-� / 962- /x 964.2/ /
<br />I v \ City of Orono
<br />l � / -964- � -F x 966.7
<br />00 L / / -
<br />L) / / / / / �6 4�- N Planning &Zoning Pian Review CITY OF ORONO VNO NO V
<br />Site Plan Review Date: la __ SITE PLAN GRADING PLAN
<br />UAPPROVED
<br />e r� � � APPROVED
<br />/ , �roo rc e / ® APPROVED WITH REVISION 30 15 0 15 30 60
<br />i /tea se 9 5.4
<br />/ sL I _ I _ \ _ _ �\�/ js� / 966.0 0 DENIED 13 ED WITH 1=EVISIUNS (see notes) ❑ DISAPPROVED S
<br />o / /j/ BY SCALE IN FEET
<br />�SETIP 1 %/ / / / ` Stats:
<br />942 - _ _ o // �� �� %- `� -'� ' / DANE
<br />-944 - ' /- 88°053 "INS 4.
<br />- - - 3/ -966-- - _ r - 5�. cfs.- 963 4 R - GEN D
<br />- _
<br />_94&- _ / / _
<br />- _ d-3015111'1 O CAST IRON MONUMENT 21 A/C UNIT BITUMINOUS
<br />_ - - C _._--948 �_ / /�/ ( \ R=1004.93
<br />- _ I x 965.2 _ 0 CATCH BASIN © CABLE TV PEDESTAL BSBL BUILDING SETBACK LINE
<br />_ D \ �'"- C FLARED END SECTION ❑E ELECTRIC TRANSFORMER CTv CABLE TV
<br />�s�Manch R/o- ( \ `964 _ J �- .� E ELECTRIC MANHOLE
<br />/ X GATE VALVE O CONCRETE CURB
<br />< GUY WIRE 0 ELECTRIC METER I ICONCRETE
<br />-956- r) 96\ 962\ ' `' HYDRANT so
<br />�- © GAS METER s CONTOUR EXISTING
<br />NI/4 OF SEC 7 - - _ _
<br />_ _ �0 GAS VALVE CONTOUR PROPOSED
<br />- _ _ � O SURVEY MONUMENT SET
<br />?_ _- - ��- - _ _ �� • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE
<br />Centerline of West Branch Road -- / \ Q SURVEY CONTROL POINT ❑H HAND HOLE ELC ELECTRIC UNDERGROUND
<br />(Per Plat of LAKEVIEW OF ORONO)---- � � "- --•-_.._ _ \ .
<br />LIGHT POLE � SOIL BORING -X-X- FENCE
<br />o TREE CONIFEROUS Fa FIBER OPTIC UNDERGROUND
<br />!L � POWER POLE GAS -GAS UNDERGROUND
<br />SANITARY MANHOLE TREE DECIDUOUS
<br />� Q SANITARY CLEANOUT OO TELEPHONE MANHOLE oHu OVERHEAD UTILITY
<br />\ \� SIGN ❑T TELEPHONE PEDESTAL""T
<br />""""" RAILROAD TRACKS
<br />972 '
<br />�
<br />SANITARY SEWER GROUND ELEVATION TRAFFIC SIGNAL -->-STORM SEWER
<br />® STORM DRAIN OO UTILITY MANHOLE
<br />sT STORM MANHOLE ❑u UTILITY PEDESTAL TELEPHONE UNDERGROUND
<br />0 UTL �"� � YARD LIGHT OW WELL UTILITY UNDERGROUND
<br />I WATERMAIN
<br />FIELD CREW NO. BY DATE REVISION TWPA 17 - RGE.23 - SEC.07 FILE NO.
<br />CT 1 BRV 1217/2015 REVISED SURVEY PER CITY COMMENTS \���RS s(�R�� Project City: Orono CE T I F I CATE OF SURVEY
<br />Hennepin County31202-289
<br />DRAWN 2 BRV 12/812015 STAKED HOUSE IN FIELD USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY SAT H R E- B E RG Q U I ST, INC . p Q
<br />BDH 3 BRV 12!9!2015 LANDSCAPE PLAN AND UPDATED HARDCOVER AUTHORIOHIBITED ZATION CONISTIOUT TUTES ANRILLEGIRTIMATE USE AND SHALSS WRITTEN L THEREBY INDEMNIFY SAON. THRE-BERGIQUIOUTSAIDST, INC. OF ALL ! \ N
<br />4 BRV 12/29/2015 FOUNDATION o 150 SOUTH BROADWAY WAYZATA, MN. 55391 952) 476-6000 ' PREPARED FOR: 1
<br />CHECKED RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY m w c ( 795 Lakeview `,. �
<br />DBP 5 BRV 4/7/2016 REVISED SURVEY PER CITY COMMENTS RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. (P
<br />SFR d
<br />DATE 6 BRV 51212016 REVISED SURVEY PER CITY COMMENTS Parkway GONYEA HOMES 1
<br />s p � P� 1
<br />09/02/15
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