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HomeMy WebLinkAbout2010 Site Plan ReviewWATER 993.8 7 / / I I I I I i I I I Ij I =, 0 Ln 1 1 1 S 8P°41' 12" E / POWER 1 ( 012) f PROPOSED SILT FENCE (TYP) I \\ CERTIFICATE OF SURVEY 1 OR APPROXIMATE (1001.6)- -CENTERLINE - _/ OF DITCH (1001.8) \ ---1002---- 284.42 --- 7 ----------------, i /OVERHEAD WIRES / \ / 1004_ I I / I / PROPOS O / �o PATIO �o BUIL 22" WHITE BIRCH------ -- //�fo /T POOL ht4;r'LE �`�.. i�;"r,� /PAT10 (1002.9) / _ \ PATIO \ 100725 I / Q�. / \ 7 LIFT S\(ATION T /TANKS �' \ Z 00}, OUT = 1 10.0 No I \ / RETAIOIJG �l WALLS ,1.5g O I � STOOP 0 I / TEST X \ ` \ \ � 1 � I 1017.5 I HOLE #3 \ \ \ ' - 4, v (1017.7) �25 I I \I Z ST 3 S ^: / \ H LE #2 I \� Z� ,6r \ i I I I 13.76 \ �� \ -- /I I I I \ (5)(1002.1) I \ \ I I I \ �( SOIL I BORING I I #5 \ I \ I \ 1 I SECONDARY SEPTIC SITE II I \ II I I II \ I \ I IOIL I I I DORING I I \ #I TEST HOLE #4 I PRIMARYI I \ \ I I ' S -PTIC I I I SITE II TEST \ i - -J HOLE #1 170 \ \ i SOUTH LINE OF NORTH HALF \ \ i OF SE 1/4 OF NE 1/4 OF t /O� �r SEC. 36-118-23 ? N 89041' 12" W SW COR OF NORTH 1/2, OF SE 1/4, NE 1/4, SEC.. 36-118-23 090108CERTIFICATE OF SURVEY January 28, 20 09-0106 1-� U Ij rj 1­�w I I IVI n -L -M h 1. U n I F JU I IN IN _THE SE 1/4 OF NE 1/4 OF SEC. 88-118-28 --- HENNEPIN COUNTY, MINNESOTA / / PROPOSED ELEVATIONS : (PER APCHITECT) 1071.00 I 1) Upper Garage = 1017.5 I I' 2) Lower Garage = 100(`.75] I I 40 2 II 3) Main Level = 1018.0 II \ 4) Lower Level = 1007.3 I 1 \\ 5) Sport Court = 1007. S C A L E LEGAL DESCRIPTION OF PREMISES V�' \ That part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 36, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at a point on the South IIne of the North Half of the Southeast Quarter of the Northeast Quarter \ \ of said Section 36, distant 1071 feet East of the Southwest corner of said North Half of the J \ \ Southeast Quarter of the Northeast Quarter; thence West along said South line a distance of 530 \ \ feet; thence North at right angles to said South line a distance of 344.5 feet; thence East at right angles to last described course 284.42 feet; thence Southeasterly deflecting to the right \ \ at an angle of 58 degrees 06 minutes from last described course a distance of 200.22 feet; \ \ thence Southeasterly deflecting to the left at an angle of 22 degrees 31 minutes from last 04) _ \ described course a distance of 171.86 feet to an intersection with a line drawn Northerly from \\ j the point of beginning at at right angles to the South line of said North Half of the Southeast \ O Quarter of the Northeast Quarter, said point of intersection being 74.5 feet North of the point 7" �\ of beginning; thence South along said right angle line 74.5 feet to the point of beginning. ' p \ o denotes iron marker \ \ (908.3): denotes existing spot elevation, mean ,sea level datum : denotes proposed spot elevation, mean sea level datum \ \ \ ---917--= denotes existing contour line, mean sea level datum denotes proposed contour line, per Eskuche Architects \ \ E Denotes proposed drainage direction \ O \ \ O \ \ Bearings shown are based upon an assumed datum. 1004.3) •�� \ \\ This survey shows the boundaries of the above described property, the location of the 1085. \ previous house, now removed, location of existing topography, and the proposed location \ of a proposed -iouse, pool, patio, proposed grades, and proposed driveways thereon. \ It does not puroort to show any other improvements or encroachments. \ 1004.3) \ \ PROPOSED is \ DRIVEWAY fi : •-, \ AU'ATE (1003.72 CENTEF21 \ /OF DI FCH ^� I 0 _ � (1003.7 7 \ F \ 7 \ (1006.5) �N )0 /. \ \ (1003.5) 700 BLACK I UH KUADWAY t (1016.2) 530.00 � m 0 0w LC? o o n w °V y z Ln oL Q L d C Z O E m0) Q D Qw w A z -� U > 0 :n C: E--, z m QEvCO v a Y L N -C a 0 x Q J UJW W o V) o>0� z O>� 00) CCU � .' ccm I AC) F Ln in Z 0 0-) a o Q) Q) 40 w J -�0GO �z = W z � F..4 o z F E E T Z W Ln O 4 LEGAL DESCRIPTION OF PREMISES V�' \ That part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 36, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at a point on the South IIne of the North Half of the Southeast Quarter of the Northeast Quarter \ \ of said Section 36, distant 1071 feet East of the Southwest corner of said North Half of the J \ \ Southeast Quarter of the Northeast Quarter; thence West along said South line a distance of 530 \ \ feet; thence North at right angles to said South line a distance of 344.5 feet; thence East at right angles to last described course 284.42 feet; thence Southeasterly deflecting to the right \ \ at an angle of 58 degrees 06 minutes from last described course a distance of 200.22 feet; \ \ thence Southeasterly deflecting to the left at an angle of 22 degrees 31 minutes from last 04) _ \ described course a distance of 171.86 feet to an intersection with a line drawn Northerly from \\ j the point of beginning at at right angles to the South line of said North Half of the Southeast \ O Quarter of the Northeast Quarter, said point of intersection being 74.5 feet North of the point 7" �\ of beginning; thence South along said right angle line 74.5 feet to the point of beginning. ' p \ o denotes iron marker \ \ (908.3): denotes existing spot elevation, mean ,sea level datum : denotes proposed spot elevation, mean sea level datum \ \ \ ---917--= denotes existing contour line, mean sea level datum denotes proposed contour line, per Eskuche Architects \ \ E Denotes proposed drainage direction \ O \ \ O \ \ Bearings shown are based upon an assumed datum. 1004.3) •�� \ \\ This survey shows the boundaries of the above described property, the location of the 1085. \ previous house, now removed, location of existing topography, and the proposed location \ of a proposed -iouse, pool, patio, proposed grades, and proposed driveways thereon. \ It does not puroort to show any other improvements or encroachments. \ 1004.3) \ \ PROPOSED is \ DRIVEWAY fi : •-, \ AU'ATE (1003.72 CENTEF21 \ /OF DI FCH ^� I 0 _ � (1003.7 7 \ F \ 7 \ (1006.5) �N )0 /. \ \ (1003.5) 700 BLACK I UH KUADWAY t (1016.2) 530.00 515 'hdaze & l) a) m w w�-N zV_ u=i C) C164 N 11 o� o C)= W U LdD � m 0 0w LC? o o n Q °V y C) (0 oL Q L d C Z O E m0) Q D Qw L Q) -� U > 0 :n C: Oa. C m QEvCO v U J L N -C a 0 ON >w UJW W o V) o ¢ O>� 00) CCU aaZ .' ccm 1<0a in013 in 515 'hdaze & l) a) m w w�-N zV_ u=i C) C164 N 11 o� o C)= W U LdD z 0 0 0 < U N it Uj U D z 0 S N O O r w V p V) S J > (n Uj LLJ H Y u� Z Q W !Y a }J z viw Z O Z 0 � W a z 0 V) a V) < o a- a - o g ry Q < o a o z o F- < = o a � J O OZ Z O V 0 O z o z ES M a wooao i Q NN N N I I RECEIVED JAN 29 2010 CITY OF ORONO C 0 0w LC? o o n Q CN L- C O C) (0 oL Q L :3 -� o E 00 ° o D Qw L Q) -� U > 0 :n C: QEvCO v U J L N -C a 0 � Q) 5.11)o o V) o 0 c � q� E-°� " a o U 0- 0 Q} L � s U) Q) Q) L N 0 0 L L -�0GO z 0 0 0 < U N it Uj U D z 0 S N O O r w V p V) S J > (n Uj LLJ H Y u� Z Q W !Y a }J z viw Z O Z 0 � W a z 0 V) a V) < o a- a - o g ry Q < o a o z o F- < = o a � J O OZ Z O V 0 O z o z ES M a wooao i Q NN N N I I RECEIVED JAN 29 2010 CITY OF ORONO