|
954.4FD OPEN
<br />I10�
<br />14.00
<br />\ 9529 � 952., \
<br />955.5
<br />\
<br />55.9 955.3
<br />�--- 9 955.2 � 5
<br />�
<br />J� 949.4
<br />955.0 954. FD 1/2 OPEN
<br />/ 56.0 !"\ 11 A/� I 1 955.0 9
<br />4,5
<br />vVL_YY L_L_L_ g5F
<br />L / 4056.6 -
<br />�_ 1 55.5 0
<br />55.6 955.5
<br />957.3 956.0
<br />56.0 9 T WW(TYP.) WW STOOP
<br />C 955.
<br />/ `956.2
<br />e / , EXISTING HOUSE
<br />F / 956. r, WALKWAY AND GARAGE jj �0
<br />955.5 `956.1/ 9 FFE'3 , 955. $ri/ \
<br />J� \ S6'� WW /356. \
<br />v' 9955.8 5E DECK 56 / $7 o,FD4f S -
<br />;/ o0 955.7 955.9 ss.6- _ _ / �? 0 �� bCy.�
<br />955 j9 .8 = 9 9 4; 19
<br />hal / v 955,i9g5 'B 95
<br />RIDGE- 6 -955- .5 54.5
<br />_MoI
<br />5.9 L 55.2 {"
<br />FD RLS \ 50 25 0 25 50 100 VO / 9 I - 1 � + �
<br />►• V
<br />/ 1
<br />954.8= 954.5 956.2 _ o= x'953.0
<br />^• /.2 (mss _, h Q /g SCALE IN FEET
<br />955.3 95 4
<br />6+ 3 �S49 95 9 7 io . 5
<br />h yj L� 94 49• • g.5p ss� 9 3
<br />+ 948.6 ' 949.2 950.6 •, ' X1.8 - ��
<br />_s�' = 9 .4 953.0 4 'S 954.3'®® 951 949.5= N
<br />.N ; 95 1.6 `L
<br />o5 �/b -951.8
<br />0) 44 - ,953.4= 9527 �9�y;552) 949.3.+ 95)3/3 / / • i
<br />t 43 953.4 - _ �5�4.'Y 49.3 - .6
<br />/2Q
<br />954.6
<br />/ / 9524 \,gS 94 9
<br />PROPOSED VOLUME CALCULATIONS
<br />Calculated between 456 c.y. and 489 c.y.
<br />*calculations base off existing conditions and previous contours
<br />taken from DNR DATA DELI - Lidar contours
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the laws of the State of Minnesota
<br />Dated this 22nd day of May, 2012.
<br />SAT -BERGQ ST, INC.
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />SITE ADDRESS
<br />2640 North Shore Drive, Orono, MN 55391
<br />DESCRIPTION OF SUBJECT PROPERTY ����
<br />Outlot A
<br />and
<br />Lot 2, Block 1
<br />and
<br />That part of Lot 3, Block 1, which lies Northwesterly and Westerly of the following described line:
<br />Beginning at a point on the North line of said Lot 3, a distance of 156.10 feet Easterly from the
<br />Northwest corner of said Lot 3; thence Southwesterly to an angle point on the Westerly line of said Lot
<br />3 a distance of 302.76 feet southerly from said Northwest corner, as measured along said Westerly line;
<br />thence Southerly along said Westerly line a distance of 162.64 feet to an angle point in said Westerly
<br />line; thence Southerly to the point of curvature on the Southwesterly line of said Lot 3 and said line
<br />there terminating.
<br />All in COLWELL ADDITION.
<br />NOTES
<br />This survey does not purport to show any underground utilities. The existing utilities shown are shown in an
<br />approximate way only. The contractor shall determine the exact location of any and all existing utilities
<br />before commencing work. The contractor shall be fully responsible for any and all damages arising out of
<br />his failure to exactly locate and protect all existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />A title opinion was not furnished to the surveyor.
<br />-953.4 - -"9 34 2=>. Eur o) � 30 15 0 15 30 60 Areas : 152,836 sq. ft. - 3.509 acres
<br />l p ,/B;7-5 / �J/ " 951.8
<br />953.2 �9 x9521 SCALE IN FEET Zoning and setback information as provided by the City of Orono web site.
<br />91 .4 52.5 - - • 951.6 951 951.5"& 955.2
<br />PI 30 ,.952.5 .-._ .�
<br />/ � � � •951.4 �JJ.0 vvv.v \ � � � �
<br />954.3 95289==954.6- -95 8 r ` -951.3 =� / 949,4 Zoning: RR -IB (One Family Rural Residential District)
<br />ASH 26 26 26 / is 952.9 535 95 •954. 950 - \ \ � , I'D 1 2" OPE I
<br />PIN 24 95- - y�3.2 1r 955.0 X54 1 ` /
<br />27 / X951.9 •95915 - o , Setbacks: Primary Structure - Front Yard: 50 feet
<br />950 951 x4 - - 52 - _
<br />953.8 / / g5 .1 _ 9 / / _ Side Yard: 30 feet
<br />NW CORNER OF LOT 3 - m 1� YiN 14 950 5 = 950.8 _ / / /
<br />� 9 9 .5 / 950.7 PIN 12-10 949.8 / / 1 A / (� ' 955.0 I\; Rear Yard: 50 feet
<br />/ 56.0 9
<br />1p CAB 10 PIN 12 9492 - - -950.0 948. / / / u U L _ V V L_ L _ L _ g5� ; \
<br />9525 �- / PJN 10 ASH 34 FD RLS 948.0
<br />�� - _7 �^ _ Fg7�_ " s47� / / go(6 6 / , Height: 2-1/2 Stories or 30 feet
<br />\ 9525` i 155.10 - 948.8`"- 0- ' 30.00 � / �// , //�U 1 55.5
<br />., -" _ 9:34 . i...l h
<br />950.8 PIN 8 948 - (9 Q Area: 2 Acres
<br />/ 6 951.1 ARAB 8 948.5 _ < 948.5 F4N s S89°55 0� SIV / / 55.6 955.5
<br />_ 1/2 CRAB 950.0 •y PIN 1Q �4S4 -20 V947.6 - /
<br />952.6 g - --
<br />MAP 36 = /1'5y�j /950.4 ' 949. v 2� 5479 acv`' / / / / Survey coordinate and bearing basis : Hennepin County
<br />X949.9 BUI 9� 8 �/ 946.5 / -945.2
<br />3.5
<br />�.; ; PIN�7 s 4 e a v h _ 2� / / / ., 7�+�. Benchmark: GSID Station # 11336 - Mn/DOT Name: ELWELL MN
<br />DT
<br />/ PIN 10 4 947.1 9 aCO' Q �--3� !. / / / / �J 956.0 ;
<br />`949 6 0 ¢?S °' �,`� X45.5 v i / / / / 957.3 In Wayzata on ramp to County Road No. 15 West.
<br />954(9,§ , C3 947,1 / / / / 56.0 WW STOOP ?9( 3 �^ Elevation - 980.36 feet. (NAVD88) (HARN)
<br />/5. i9 / �<o w PIN 16 944.5 / / / / 95 .3 WW (TYP.) 9.
<br />Pw �/ ! ��' 7' o X00 o MAP -so / 1 / / / / 956 2 CO/�/C� 955. 1 No modifications to this survey or sketch may be performed by any person other than the surveyor signing
<br />9.7`� �Aj 1 943.9 2�5 �Z� / ! / C r: t
<br />W 94 .t 8. st / ,� i 6 / / ' �'''' ` ' 6 • this certification or persons under his direct supervision.
<br />3 / � 9 946. 943.3 i / / O
<br />i 94 1 `� _ `0 28.0 -6L 945/6 MAP 36 `-9-` �' / / EXISTING HOUSE
<br />,' = 948.7 s } Ts s 6 947.9 a 9 f /'_ / i 956. `I ��NC. WALKWAY AND GARAGE
<br />9 ,��� \ sg4z2 rr. = s3� s� / / t s3o. / `956.1 959.3
<br />7.1 9g 3 °g4� 5946 5 2- 2 s t
<br />s1- Q �` 4s ! ,, i ^� o 9. / / 955.5
<br />° 0) 9 �° --94'6.0 = -941.9 "� / 955.5 ` / ,gs FFE
<br />di � � 5.5 = 945.4 99444. 8 MAP 3 1",
<br />• 939./ •,936 2 / / / ai 6'� WW
<br />2 to 945.3 15 1 G CRAB 10 CRAB Z / 941.9y�► / / / / / /
<br />, ! / / 955.7 6p56. j '95-A Jq
<br />9456PIN \ 146.8 94 5945.1 • 945.7 944.4 / =39.4 / / / / r / / / / 955.8 956 DECK � FD R S
<br />/V `45.5 , 944.9 9` iii CRAB a' � / / / / f -z!:
<br />955.7 9 WW s .6'- - 9 6 S�0 o LEGEND
<br />INF � + � / / / / g ' S 'Y x ,, AIS Denotes Advertising -Informational Sign STP
<br />PIN 10 � 9 � t � �. - _ .� / 9428= 941.2 41
<br />941.6 / / / / / / / � 0 955.9 � 9
<br />MAP 8 943 / , / ry / / / 955.5=
<br />r 07 /
<br />944.5 C1 944.3 943.41 /1T i / / / / / / / ti / / / 955x6
<br />� #, � , -� 8 x AC Denotes Air Conditioning Unit STMH Denotes Storm Manhole
<br />2 , Bt; -�� P �9 2.9 u► ` �1 941.8 38.5 / / �� / / / -
<br />/ / / 3 8551 �BR/DGE -955- 6.5 954.5 BFE Denotes Basement Floor Elevation TRS Denotes Traffic Control Sign
<br />/x �j`5 954 CB Denotes Catch Basin TL Denotes Traffic Light
<br />,P a, 4 - � . s�3. 94 . � 30 / / / / / /O / 9 I s r} x FD RLS
<br />° • H 10 ` 940.9 / 55.2
<br />�� , / / / 3 / = 930.0 V / 95 _ I L x 56. CBOX Denotes Curb Box UGC Denotes Underground Communication Line
<br />. � 9 .3 y 6
<br />N � � � t A � 2v / / / / � � / � 55.9 � / COL Denotes Building Column UGE Denotes Underground Electric Line
<br />,c2= 940.5 �� / // / /�/ 854,8 x 954.5 x 956.2 h �/ X953.0 BEE Denotes Building Entrance Elevation UGG Denotes Underground Gas Line
<br />y, i�. J
<br />/ / 951.2 x h O GJ / TB Denotes Tele/Comm. Box/Ped SAN Denotes Underground Sanitary Sewer
<br />942.8 =
<br />942.6DAW 28 94 / / / / = 930.0 (95,31 x x 1 g Q g
<br />FD RLS l � / v / / / / 955.3 9 6x x / x x95 4 J CHH Denotes Communication Handhole ST Denotes Underground Storm Sewer
<br />/'/sZ° �2 , 9 / / ri/ �n T / 9 .3 x ,gg-8- 95 95 x 7 qq �O CMH Denotes Communication Manhole UP Denotes Utility Pole
<br />76 4 4 15 / / n V U I IIT I'1 95.4 949 6 x x x 3. x 9 5-2- CON C Denotes Concrete Surface U LP Denotes Utility/Light Pole
<br />i 1 / %j Q" x x 950. x
<br />9D9e Cu `_ 949 2 950.6 1.8 / CMP Denotes Corrugated Metal Pipe/Size TNH Denotes Top Nut of Hydrant
<br />94<1 1 / % 953.x x 948.6 9 x x 9: _ .. V / p WW Denotes Window Well
<br />I / �/ DIP Denotes Ductile Iron Pi e/Size
<br />'9312 -ANGLE �OINT IN LOFT 3 ! ' 930.0 ~ x 95 .4 953.0 x ¢ 954.3 9`51 949.5x
<br />!� ,8 SRF END \ 95 50 9 1.6 x =� ` Cu h�, EB Denotes Electric Box
<br />WV Denotes Water Valve
<br />x 951.8 EHH Denotes Electric Handhole WET A-1 Denotes Wetland Delineation/Fla Identifier
<br />n� Z 1 15 J 9 �- 949.094. g
<br />w `.a = 953.3 / _ TRAN Denotes Electric Transformer Denotes Existing Contour
<br />° 935.8 93 .8
<br />to ,953.4 952.7 r9 , S�x 949'3 x 980 Denotes Proposed Contour
<br />I x x 94 X(953.5)/ w EMH Denotes Electric Manhole
<br />W rn I N 953.4'•` ` 4 5 949.3 , - 5 d EM Denotes Electric Meter i Denotes Found Monument - As Denoted
<br />U cli
<br />s t N 95*- 6 / \`9S 9499 x 4Q7 - FH Denotes Fire Hookup Dentoes Found Cast - Iron - Monument
<br />`z w x 953.4 x 95- -�9 _ . FP Denotes Flag Pole O Denotes 1/2" b 14" Iron Pipe Set and Marke
<br />/ ( x x O SOF
<br />y p
<br />W 2 ` \ ,�5 9 s�� 952.5 v � x 951 $ FES Denotes Flared End Section/Size by License No. 40344
<br />cfl 931.2 s J \ ` 51.5 gs ��&rE !� / GASV Denotes Gas Valve
<br />`= v m x 953.2 x 95 . 2 52.1 J GFE Denotes Garage Floor Elevation
<br />I x
<br />95 .4 953.6x ` - _ --
<br />FD
<br />�x 951.6 951.5-& GM Denotes Gas Meter
<br />FD7RLS 1 N
<br />o
<br />PI .' 0 952.89 2.5 .•- .� x 953.7 � -- \ x 951.4
<br />/'-a53--8
<br />� • $ 1 / GDL Denotes Ground Light
<br />7 954.Z�x954.6 x 954.8 954 x 951.3 Q
<br />93 GP Denotes Guard Post
<br />obi •8 - WEST LINE OF LOT 3 j 952.9 x 953:5- �5A.6 - x"954. , ,-950 _.__.-- GYW Denotes Guy Wire
<br />O `S PIN 24 x 9 53.5 = �' �3 2 HCS Denotes Handicap Parking Sign
<br />951.9 - --ANGLE POINT IN LOT 3 HYD Denotes Fire Hydrant C" OF OON
<br />� � ' 2.7 9554 _.._ -_. _ 952 -- ._ � 951.5 / � � / I_
<br />,rev rs �S 9 5 .1 �I N 14 ;: g 50.5 x 9 50.8 - / / LP Denotes Light Pole _ SITE PLAN 0
<br />/ / / MB Denotes Mailbox 'y GRADING PLAN
<br />!r) 9� , 93.4 9 .5 / 950.7 :: PIN 12-10
<br />V APPROVED
<br />/ �x 949.8
<br />,o C A�' 10 PIN 12 6 / / NOP Denotes No Parking Sign ❑ APPROVED WITH VISIONS
<br />° / N 949.E X50.0 948.9
<br />/ i OHU Denotes Overhead Utility Line ❑DIS
<br />2 / / o /- TPJP�I 10 ASH 34 FD RLS � �0 C� x 947A / PKS Denotes Parking Sign BY !!�� VED
<br />937.7 93�F.7 g �- 1 k\ �7 9 PI V Denotes Post Indicator Valve DATE
<br />x
<br />\\ r OD -948.8 - 30, 00 / RCP Denotes Re-inforced Concrete Pipe/Size
<br />1� s 5 S / m 6/ 951.1 9568156.10 PIN 8 948. - O'8 O �� / / / RD Denotes Roof Drain
<br />\ 4.4 .9,R S A B 8+ 948.5 948.5 -PN8 8 � S 8 9 5 5 n c �' W / / SCO Denotes Sanitary Cleanout
<br />934.3 CRAB
<br />' 950.0 Q PIN 1Q -A SU � V947.6 �" / SMH Denotes Sanity Manhole
<br />9 4 `° x 949.1 3F �, g4 �,� x 945•x'' / / / �' City of Orono
<br />M 3, ? i
<br />/950.4 v 9' (9 / 7 9 SV Denotes Septic Vent
<br />4�6o4S`)92 +s X949 9 ROPOS ,� 48 7 vZ v / , x 945.2, / / Denotes Stop Sign Planning &Zoning Plan Review
<br />134.�S 5 BU I G* 9 �6 8 946.5 i / / Site Plan Review Date:
<br />95 �7 946.9 r D� 3 _ / /
<br />4 94'7.6 947.1 94 ro ��� -�RO ED
<br />i
<br />i/ / / / Q APPRO ED WITH REVISIONS (see notes)
<br />\� �,^� � } 949. 4 .13 6.0 � S * � 946.5 Q� � i N
<br />., 947.1 �. / / C'I DE 1ED _r_
<br />REVISIONS
<br />French
<br />French Lake HC - Topo
<br />DBP
<br />6/04/12
<br />NEW BUILDING & DRIVE, TOPO
<br />JJA
<br />1/03/13
<br />VOL. CALCULATION -POND
<br />AREAS
<br />DBP
<br />6/06/13
<br />N
<br />rn
<br />rn
<br />V!
<br />M
<br />L0
<br />0
<br />■
<br />UC:)
<br />o
<br />0
<br />Z
<br />..
<br />N
<br />rn
<br />rn
<br />V!
<br />M
<br />L0
<br />0
<br />-
<br />V
<br />~
<br />W
<br />Q
<br />W
<br />�
<br />Q
<br />WQ
<br />Q
<br />0
<br />i
<br />m
<br />O
<br />1)
<br />♦^
<br />�f )
<br />o
<br />yORs
<br />CL
<br />�� 3 ��
<br />ON-3DES`O�
<br />w
<br />F -ti a
<br />r_ Q
<br />W a �
<br />W � W
<br />H
<br />O
<br />a
<br />w ,0/
<br />� w
<br />RECEIVED
<br />JUN 08 2013
<br />CITY OF ORONO
<br />Urcwvwv
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />05/22/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />36905-001
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />117-23-09
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET OF
<br />
|