|
04100%�C�pv
<br />X_ -
<br />II
<br />I
<br />L_V I 1
<br />I /1T -,L
<br />_V I u
<br />FDP
<br />1030.83
<br />I
<br />I
<br />/ I
<br />/ SDP
<br />972.98 I
<br />I
<br />/ I
<br />M J \
<br />/ (O
<br />_ _
<br />o -----`- Drainage & Utility
<br />_ Easement
<br />50----------------------
<br />975:6
<br />S9 S /88 1i
<br />W 4j5 /
<br />rn
<br />\ I
<br />...x 976.9
<br />v'
<br />/ °9 \
<br />/-----"--- 1 ® 977.5
<br />�\ I L0
<br />o
<br />°
<br />0
<br />//X •1 / o
<br />x1018.3 x1017.4
<br />xlozs.z x1018.9 --Contour Used For Basement Calculation z/ PRIMARY
<br />X 1ozs.3 (1007.3) ,' / / /
<br />x1005.2 / SEPTIC i a / / Sg$
<br />x1003.3 x993.5 ,/ SITE
<br />c x999.8 x996.5
<br />1023.4 \02�� x1021.6 6 x1018.1 x1015.5 N89°18'33"W 338.57p.37 �.// / � y/ �/
<br />/ 1
<br />ov
<br />SDP ) - x\°`� 1005.1 / / / ' // 97s // o o'v/
<br />1024.54
<br />/ 4
<br />- - - - - - - - - - - - , - - - - - - - - - - x1�o12 - - - - - -- -
<br />_------------------- / SEC DARY / xx Ii i //^
<br />I O x1005. - - -- - EPTIC / I x578.2 / oma/
<br />0 1 'i O� 10191 O .I I x992.6 \ / - ^a
<br />I I f �e _ _ .�... _x _. _ IOi7.q l o N s I I x555.7 \\ , SITE \ o
<br />x 998.6 / / I / Q�
<br />N�D , x t' _ 0112 - - ...... - --- _ N x1004.5 i / \ �\ / /. _ /, / 3 // °
<br />o) Tr -- - - olo.i - -'; Existing / \ / --- -
<br />o my Ora�ch 1020.2 _.0\\� / 1
<br />0104 -- /, �o� //, Ret. Walls ���Side Setback ' `y/ x984.6 / \` //------- /
<br />1 / / N
<br />p �� rn' Re f/ 09/ o, tx I = x995.0
<br />z 1 -
<br />low. 0� 0 t kk 9 h 'u/os is_ 000 �0� (�
<br />4 I4 �// - 6 00�- (~ ) -j x995.7 _ //
<br />1 1020.4 - V .0 p h o , ALTERNATESEPTIC
<br />_ _ _ _ 7 �0 70"^ "1"70245 0 � J o o x990.0 x x SITE ' ^/ / Drainage & Utility
<br />102158 �. 50.1 009 o2 COg ��S o°6� 0022, �ooz� - xssz.. \ \ sass / ... / 9 Y ----
<br />\ / /
<br />_ _ / \ / Easement
<br />F °° o/koU p) H 00� i _u J \` /// x982.1 /i/ 978.0
<br />20 ter f x wQ
<br />Q o e o- Z, o ool i o a� 989.4 xLOT 3
<br />x983.7
<br />O oSeQ` f 0 ao o I1 v(n, / -'/ \ \i0 \
<br />"p57, CreV. x`__
<br />N oo 985.9 Conservation/ c �o-------- Edge of Wetland as Located By
<br />o- o ?° S x58. Easement GRONBERG &ASSOCIATES, INC.Io „�o. c\, sz� Q / Per GRONBERG & ASSOCIATES, INC. ° 5\
<br />i
<br />II
<br />\
<br />(51 • (-o = uo% a . 0 \ 02 0� tl , QJ j
<br />981.4
<br />FND IP I/2 IN OPENO BLBJ 2 x 983.4 e S'O 100 '01 975.96 \ \ I I\
<br />\
<br />\
<br />Z 3�h oro I0009 ° x 976.8
<br />p�5 � 2
<br />N89052'06"W 200.00
<br />/%°i
<br />,00¢o
<br />J? CJ o o ��
<br />1 oz \ 9
<br />is 7 o t o 1. 02-13o$
<br />�� /\ i , -_�
<br />60 50 N� e� NA 1011.3 00 _ I /O r apa
<br />CIS &g6p f. I j r ogeLOo W 5et�
<br />�-Proposed
<br />CITY OF ORONO
<br />`\ ----
<br />Well---------°�x,� -+-,,` c /- - - -/ / - - - - - -'--------`-J- ---�h\\
<br />SITE PLA
<br />N �,GRADIN
<br />G PLAN
<br />X1009.5 °
<br />-----� xPROVED
<br />.�10 o APPROVED WITH REVISIONS
<br />�/ O / z91aa /
<br />0) -' I -------------- / / ❑ DISAPPROVED
<br />O0 �� --------�:. 2.. / / p�/ / ...w._
<br />Q - 7 10089 /� 982.9 _ -4-_ - � - _ / 6 1 4
<br />5
<br />cr-
<br />35 , DATE �90 A/'PL L�
<br />SDP N89°18' "W 301.43
<br />50 1011.83 x' SDP
<br />979.45
<br />City of Orono
<br />Planning 8 Zoning Plan Review
<br />Site Plan Review Date: (0
<br />,E „?PROVED 1,M.1/tdSCV &r)
<br />❑ APPROVED WITH REVISS+IONS (see notes)
<br />d DENIED
<br />staff: C,Innt + Or \
<br />SURVEY LEGEND NOTES: Property Description:
<br />c.as RON MONUMENT Al A/C UNIT I BITUMINOUS 1.) Existing utilities shown are shown in an approximate way only. Proposed Elevations Lot 3, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />© CABLE TV PEDESTAL GTS The contractor shall determine the exact location of any and all Proposed Garage Floor Elevation = 1011.0
<br />® CATC-i BASIN CABLE TV
<br />existing utilities before commencing work. He agrees to be fully To Proposed Garage
<br />Q FLARED END SECTION ❑E ELECTRIC TRANSFORMER CONCRETE CURB p g p of Foundation Elevation = 1011.3 Address:
<br />responsible for any and all damages arising out of his failure to Proposed To of Foundation Elevation = 1011.3
<br />M GA. -E VALVE D ELECTRIC MANHOLE CONCRETE exact) locate and reserve an and all existing utilities. p P 100 Kintyre Lane, Orono, MN 55356 tiORI`t`
<br />Y P Y 9 Proposed First Floor Elevation = 1013.3
<br />< CUY :'.'IRE 0 ELECTRIC METER CONTOUR EXISTING
<br />-IYDR.ANT © GAS METER CONTOUR PROPOSED ° Proposed Basement Floor Elevation = 1002.6 Hardcover
<br />2.) Must maintain a minimum 2/° slope gradient to accommodate Bearings are based on the Hennepin County
<br />SURVEY MONUMENT SET © GAS VALVE DT DRAIN TILE positive drainage. Asbuilt Elevations Lot Area = 136,333 Sq.Ft. Coordinate System (NAD 83-1986 ad;-)
<br />• SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL ESC ELECTRIC UNDERGROUND Asbuilt Garage Floor Elevation = 1010.9 House Area = 3,501 Sq.Ft.
<br />_ SI PVEY CONTROL POINT 0 HAND HOLE -X-X- FENCE 3.) All offset irons are measured to hundredths of a foot and can be Asbuilt Top of Foundation Elevation = 1011.5 Stoop Area = 75 Sq.Ft. 30 15 0 15 30 60
<br />G%T POLE SB SOIL BORING Fo FIBER OPTIC UNDERGROUND used as benchmarks. Asbuilt Walkout Elevation = 1002.9 Screen Porch Area = 222 Sq.Ft.
<br />GAS- GAS UNDERGROUND Deck Area = 154 Sq.Ft.
<br />POWER POLE TREE CONIFEROUS SCALE IN FEET
<br />oHu OVERHEAD UTILITY 4.) A title opinion was not furnished to the surveyor. Setbacks Driveway Area = 2,427 Sq.Ft.
<br />SAf\,I-ARY MANHOLE TREE DECIDUOUS Min. Front Yard Setback = 50' Total Impervious Surface = 6,379 Sq.Ft.
<br />Q SANITARY CLEANOUT (D TELEPHONE MANHOLE """"' I """' RAILROAD TRACKS
<br />5.) Proposed grades shown adjacent to building foundation refers to Min. Side Yard Setback = 30' Coverage = 4.7%
<br />D TELEPHONE PEDESTAL > SANITARY SEWER C -
<br />top of black dirt. Min. Rear Yard Setback = 50' �i 'vl�,
<br />,972-5 GROJVD ELEVATION - TRAFFIC SIGNAL > STORM SEWER , ��� A 0��
<br />TEL TELEPHONE UNDERGROUND Basement Calculation ORONO 1
<br />® STORM DRAIN O UTILITY MANHOLE uTLUTILITY UNDERGROUND Total Perimeter at or Under Existing Contour 1007.3 = 139.90 Lin.Ft. CO"
<br />sT STORM MANHOLE 0 UTILITY PEDESTAL Total Perimeter Over Existing Contour 1007.3 = 121.70 Lin.Ft.
<br />� YARD LIGHT
<br />W WELL I WATERMAIN Total Perimeter = 261.6 Lin.Ft. �� OF ®ROIV®
<br />Total Percentage Below Existing Contour 1007.3 = 53.3%
<br />FIELD CREW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or TWPA 17 - RGE.23 - SEC.06 FILE NO.
<br />JD/AT 1 BDH 05/04/15 House Staked in Field INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my direct supervision and that I am a duly Licensed Land Surveyor ��Rs s�R HENNEPIN COUNTY
<br />G CERTIFICATE OF SURVEY
<br />DRAWN BY 2 BDH 05/13/15 City Comments SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the I ws of the State of Minnesota. �� _ : �� 31202-256
<br />BDH 3 BRV 05/21/15 City Comments SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY to / I `� ��, SAT H R E-BERGQUIST, INC. O RO N O
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this st day o A ril, 2015. , PREPARED FOR: 1
<br />CHECKED BY 4 BDH 05/27/15 City Comments 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE `� c' MINNESOTA
<br />DBP 5 BDH 06/02/15 Wetland Buffer Posts Staked in Field `� � GONYEA HOMES
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING A� � <c.
<br />DATE 6 BDH 06/18/15 Foundation Asbuilt FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor c+FRs o -l"
<br />03/11/15 7 BRV 04/07/16 Added Landscape Plan and Exisiting Ret. Wall Minnesota License No. 40344
<br />100 KtnNM LMA -
<br />2015 - GOVO
<br />L rA3(APw_ Plow►
<br />
|