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' '263 31 <br />g 5F I <br />LO <br />(1007.6) \ <br />LL \ \ \ <br />PROPOSED, \� <br />SILT FENCE <br />(1006.9) <br />L� 1006.5) (1006.5) Jo <br />(1006.1) / n <br />V)- <br />(1006.1) / � 1007 <br />V) <br />I / 1007 <br />�/ 91. <br />(1008.4) --- -------------------- --------- -----------1---• ------'----------/ - <br />( 006.5) / <br />f <br />_ I <br />/ �N 90000'00" E 105.20 <br />24" SOFT MAPLE\ <br />26" SOFT MAPLE <br />8X8" APPL <br />`V <br />aOvE <br />' 18" BL WALNUT © / 12X12"BIRCH <br />1 I <br />I _ / 101213 07.9 \ 101510 <br />��►. i <br />-�' 1011 �\ <br />1010 C C. RON <br />TO B R MOVEDk,C) <br />)09 e.o <br />2 ; <br />G8 GARAGE 7.33 <br />w FLOOR= TFZ (1015.1)of GRA <br />o o r` <br />I <br />TO BE � U1� <br />\ REMp E N ®Sd <br />ADD TION. <br />woo ; <br />(L) 14.0 16. <br />------22.7 2.041o <br />kOPO E (G)I w <br />/ 7� ECK (P) 0 o� w <br />oLL / ^,ti o� w� lM I < �, LLJ W <br />Lr)/ / a ' <br />1N (H) o <br />1009 - <br />i,l� 101 e oco <br />(L <br />10 S <br />/ 11 6.9 o w <br />J 03 <br />v(D�J (A) JO <br />�! <br />/ LO u it E Q v <br />oo p / / / / / 1013DECK z > oo PROP. <br />IN <br />Ln / / TO BE 7.0 <br />O L0 Q J °i WALK <br />O / I''n - (0) <br />(1012.0) Z r / / / / / / 1014 REMOVEDv J W2.5 <br />N / SEPTIC / / 12.0 X m <br />✓ MAN LES 'LU <br />- <br />/ PROPOSE -_ ELEC <br />METER 31.1 <br />(1014.5) I GAS METE9 <br />o N I .f <br />(N) - �-�-I <br />r5.00 ❑ \� <br />I W Z CD <br />O <br />U)0 <br />�(1013.6) F~ I PRdposED <br />� o I <br />_ DRIVEWAY <br />\ / I O ® 2.001 : (P) 1 <br />�! <br />� I <br />6 SPRUCE__ 3 <br />\8 SPRUCE , <br />X 1 <br />30" SOFT MAPLE <br />QI <br />L <br />y, <br />Qj <br />U) <br />�I <br />I / <br />i/ <br />CD <br />--/ I n <br />Ln <br />L.-28.00 -_�-- - ` - -- - ---- a----'/ <br />SED <br />DRIVEWAY (P)I 0, <br />MAPLE <br />34" SOFT ' <br />\\ � \''. --- --- --�--- <br />1-------- ------- KK)----- <br />-�� / - - 6 SPRUCE 3 , <br />RAMP <br />I � \ <br />10X10 APPLE <br />(10177) l I I _SEPTIC SITE PE� SOIL INVESTIGATION &DESIGN <br />i <br />PORTABLNE 20 WHITE PINE <br />SHED I 18 WHITE PINE <br />_ _ <br />(0) /-------------�= _----- <br />, <br />\10 WH CEDAR <br />37 / --�14"!WHITEPINE,� --26 WHITE PINE 2 TEP <br />10.4 220.82 -PINE;- <br />220.82 <br />`WH TE PINE <br />14' WHITE PINE �. 8X12' WH CEDAR <br />_ 33.00 <br />POWER POW R X90°Ofl'00"W 253.82 \ ANDD CABLWER E POST` <br />POLE POLE - <br />LO <br />N <br />00 ; <br />•w <br />O <br />O <br />O <br />0 <br />0 <br />N 90000`001° E/\\1071.00 z <br />E' <br />SW COR OF N 1/2, SE 1/4, S LINE OF N 1/2, SE 1/4, <br />NE 1/4, SEC. 36 NE 1/4, SEC. 36 <br />I <br />E LINE OF N 1/2, SE 1/4, <br />NE 1/4, SEC. 36 <br />I <br />N <br />00 <br />00 <br />N <br />W <br />N <br />r <br />O <br />O <br />M <br />33 <br />M <br />1t <br />• <br />33 <br />ILANo aRONo <br />SITE PGRADING PIAN <br />❑ APPROVED <br />APPROVED WITH REVISIONS <br />❑ DISAPPROVED <br />BY <br />DATE G cxT- c c., <br />IN THE NE 1/4 OF SECTION 36-118-23 <br />HENNEPIN COUNTY, MINNESOTA <br />LEGAL DESCRIPTION OF PREMISES SURVEYED: <br />That part of the North half of the Southeast Quarter of the Northeast Quarter of <br />Section 36, Township 118 North, Range 23 West of the Fifth Principal Meridian, <br />described as follows: Commencing at a point on the South line of the North Half <br />of the Southeast Quarter of the Northeast Quarter of said Section 36, distant <br />1071 feet East of the Southwest corner thereof; thence North at a right angle to <br />said South line a distance of 288.25 feet to the actual point of beginning of the <br />tract of land to be described; thence continuing north along said right angle line <br />242.5 feet; thence North 56 degrees 12 minutes East a distance of 2.85 feet; <br />thence easterly on a tangential curve to the right with a radius of 263.31 feet, a <br />distance of 155 feet; thence East 0 degrees 00 minutes a distance of 108.85 feet <br />to a point in the East line of the North Half of the Southeast Quarter of the <br />Northeast Quarter of said section distant 576.5 feet North of the Southeast <br />corner thereof; thence South along the Eest line of said North Half of the <br />Southeast Quarter of the Northeast uartsr 288.25 feet; thence West 257.75 feet - <br />to the actual point of beginning. For purposes of this description the South line of <br />the North Half of the Southeast Quarter of the Northeast Quarter of Section 36, <br />Township 118, Range 23 is assumed to be due East and West. <br />o denotes iron marker set <br />• denotes iron marker found <br />(908.3) : denotes existing spot elevation, mean sea level datum <br />91D.8 denotes proposed spot elevation, mean sea level datum <br />-- 917-- : denotes existing contour line, mean sea level datum <br />denotes proposed contour line, mean sea level datum <br />Bearings shown are based upon an assumed datum. <br />This survey shows the boundaries and topography of the above described <br />property, and the location of an existing house, drive, and major trees thereon. It <br />does not purport to show any other improvements or encroachments. No title work <br />was provided listing any easements to be shown. <br />PROPOSED ELEVATIONS : (verify) <br />1) Main floor = 1016.4 <br />2) Garage = 1015.8 <br />3) Lower level = 1007.9 <br />0 20 40 80 <br />h� <br />SCALE IN FEET 0 Copy <br />`pRON <br />City of Orono <br />Planning &'oning Plan R .' � <br />Site Plan Review Date: <br />❑ APPROVED <br />*APPROVED WIT'S r,,FVISIGNS (sec notes) <br />DEN!cD <br />Staff: <br />co Lo <br />Lo <br />Z <br />- <br />DRIVEWAY <br />LO <br />le <br />BL cKT'pP <br />REMOVED <br />(B) <br />W <br />a�a.. <br />I <br />AoEROACH <br />c4 <br />U <br />W <br />_' <br />REM�VED <br />o0Z <br />" <br />to <br />cp <br />r------------ <br />I <br />o <br />/ <br />4 <br />� <br />14X20" <br />' <br />SOFT MAPLE <br />V <br />M <br />W <br />W <br />UJ <br />O <br />J <br />l <br />o, <br />.. <br />zZ <br />o>Z <br />0 <br />SECONDARY <br />V <br />` UO <br />a <br />SEPTIC SITE <br />PER SOIL <br />I <br />v <br />INVESTIGATION <br />I m <br />& DESIGN <br />� ,It <br />114.4 <br />....................................... <br />.11l��i/.. <br />.. __... <br />. .. �. ------- <br />ry <br />a <br />/ <br />0 <br />'1 <br />i <br />I <br />' <br />1-----�---- <br />--- <br />CD <br />--/ I n <br />Ln <br />L.-28.00 -_�-- - ` - -- - ---- a----'/ <br />SED <br />DRIVEWAY (P)I 0, <br />MAPLE <br />34" SOFT ' <br />\\ � \''. --- --- --�--- <br />1-------- ------- KK)----- <br />-�� / - - 6 SPRUCE 3 , <br />RAMP <br />I � \ <br />10X10 APPLE <br />(10177) l I I _SEPTIC SITE PE� SOIL INVESTIGATION &DESIGN <br />i <br />PORTABLNE 20 WHITE PINE <br />SHED I 18 WHITE PINE <br />_ _ <br />(0) /-------------�= _----- <br />, <br />\10 WH CEDAR <br />37 / --�14"!WHITEPINE,� --26 WHITE PINE 2 TEP <br />10.4 220.82 -PINE;- <br />220.82 <br />`WH TE PINE <br />14' WHITE PINE �. 8X12' WH CEDAR <br />_ 33.00 <br />POWER POW R X90°Ofl'00"W 253.82 \ ANDD CABLWER E POST` <br />POLE POLE - <br />LO <br />N <br />00 ; <br />•w <br />O <br />O <br />O <br />0 <br />0 <br />N 90000`001° E/\\1071.00 z <br />E' <br />SW COR OF N 1/2, SE 1/4, S LINE OF N 1/2, SE 1/4, <br />NE 1/4, SEC. 36 NE 1/4, SEC. 36 <br />I <br />E LINE OF N 1/2, SE 1/4, <br />NE 1/4, SEC. 36 <br />I <br />N <br />00 <br />00 <br />N <br />W <br />N <br />r <br />O <br />O <br />M <br />33 <br />M <br />1t <br />• <br />33 <br />ILANo aRONo <br />SITE PGRADING PIAN <br />❑ APPROVED <br />APPROVED WITH REVISIONS <br />❑ DISAPPROVED <br />BY <br />DATE G cxT- c c., <br />IN THE NE 1/4 OF SECTION 36-118-23 <br />HENNEPIN COUNTY, MINNESOTA <br />LEGAL DESCRIPTION OF PREMISES SURVEYED: <br />That part of the North half of the Southeast Quarter of the Northeast Quarter of <br />Section 36, Township 118 North, Range 23 West of the Fifth Principal Meridian, <br />described as follows: Commencing at a point on the South line of the North Half <br />of the Southeast Quarter of the Northeast Quarter of said Section 36, distant <br />1071 feet East of the Southwest corner thereof; thence North at a right angle to <br />said South line a distance of 288.25 feet to the actual point of beginning of the <br />tract of land to be described; thence continuing north along said right angle line <br />242.5 feet; thence North 56 degrees 12 minutes East a distance of 2.85 feet; <br />thence easterly on a tangential curve to the right with a radius of 263.31 feet, a <br />distance of 155 feet; thence East 0 degrees 00 minutes a distance of 108.85 feet <br />to a point in the East line of the North Half of the Southeast Quarter of the <br />Northeast Quarter of said section distant 576.5 feet North of the Southeast <br />corner thereof; thence South along the Eest line of said North Half of the <br />Southeast Quarter of the Northeast uartsr 288.25 feet; thence West 257.75 feet - <br />to the actual point of beginning. For purposes of this description the South line of <br />the North Half of the Southeast Quarter of the Northeast Quarter of Section 36, <br />Township 118, Range 23 is assumed to be due East and West. <br />o denotes iron marker set <br />• denotes iron marker found <br />(908.3) : denotes existing spot elevation, mean sea level datum <br />91D.8 denotes proposed spot elevation, mean sea level datum <br />-- 917-- : denotes existing contour line, mean sea level datum <br />denotes proposed contour line, mean sea level datum <br />Bearings shown are based upon an assumed datum. <br />This survey shows the boundaries and topography of the above described <br />property, and the location of an existing house, drive, and major trees thereon. It <br />does not purport to show any other improvements or encroachments. No title work <br />was provided listing any easements to be shown. <br />PROPOSED ELEVATIONS : (verify) <br />1) Main floor = 1016.4 <br />2) Garage = 1015.8 <br />3) Lower level = 1007.9 <br />0 20 40 80 <br />h� <br />SCALE IN FEET 0 Copy <br />`pRON <br />City of Orono <br />Planning &'oning Plan R .' � <br />Site Plan Review Date: <br />❑ APPROVED <br />*APPROVED WIT'S r,,FVISIGNS (sec notes) <br />DEN!cD <br />Staff: <br />M p tmD <br />ncj�ll o I <br />N r - <br />c" <br />.20 <br />C <br />CL <br />L <br />O <br />L VJ <br />aE_j N <br />=3 N <br />(g <br />!EOJ6 <br />:: 0) N <br />275 <br />yam... <br />to <br />N�(045 <br />O <br />(Dacca <br />C <br />OSI <br />NO <br />z�� <br />Y O_N <br />O' <br />Woo <br />moo; <br />¢� <br />W <br />a <br />aW <br />U <br />WW <br />n. M I <br />KtL.tlVtl <br />m <br />ocT 10 ?016 <br />w m �+ <br />CITY OF ORONO <br />CID <br />Q N <br />ovo <br />9 <br />Ll1 <br />{ m <br />z <br />W <br />U) <br />Z <br />W <br />U <br />zi <br />z <br />z <br />5th FeY►o(U (L P -c! N <br />2.0t0 • ol(13q <br />.Two 0,01�'ows td¢cx- <br />rc�xal "or-- <br />• a;,rrray <br />rl.oc�ftcr�- <br />co Lo <br />Lo <br />Z <br />- <br />UJ <br />LO <br />le <br />Z <br />_Jz <br />C. <br />1 <br />ti <br />W <br />a�a.. <br />o <br />- <br />c4 <br />U <br />W <br />_' <br />o0Z <br />" <br />to <br />cp <br />; <br />o <br />QN�_� <br />Z <br />� <br />V <br />M <br />W <br />W <br />UJ <br />O <br />J <br />Z <br />o, <br />.. <br />zZ <br />o>Z <br />LU <br />z <br />V <br />LO= <br />a <br />M p tmD <br />ncj�ll o I <br />N r - <br />c" <br />.20 <br />C <br />CL <br />L <br />O <br />L VJ <br />aE_j N <br />=3 N <br />(g <br />!EOJ6 <br />:: 0) N <br />275 <br />yam... <br />to <br />N�(045 <br />O <br />(Dacca <br />C <br />OSI <br />NO <br />z�� <br />Y O_N <br />O' <br />Woo <br />moo; <br />¢� <br />W <br />a <br />aW <br />U <br />WW <br />n. M I <br />KtL.tlVtl <br />m <br />ocT 10 ?016 <br />w m �+ <br />CITY OF ORONO <br />CID <br />Q N <br />ovo <br />9 <br />Ll1 <br />{ m <br />z <br />W <br />U) <br />Z <br />W <br />U <br />zi <br />z <br />z <br />5th FeY►o(U (L P -c! N <br />2.0t0 • ol(13q <br />.Two 0,01�'ows td¢cx- <br />rc�xal "or-- <br />• a;,rrray <br />rl.oc�ftcr�- <br />