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COS 10.96 Notes: 1. Building dimensions shown are for horizontal & vertical placement of structure only. See architectural plans for building & foundation dimensions. ON OF THIS BEARING SYSTEM IS BASED ON THE 2 No specific soils investigation has been PROPERTY DESCRIPTION: completed on this lot by James R. Hill,Inc. Lot 9,Block 2,SANDHURST ADDITION,except that part lying west of a line E OF LOT 9,BLOCK 2,SANDHURST ADDITION,TO HAVE The suitability of soils to support the specific drawn from a point on the north line thereof distant 54,83 feet east of the north- --D BEARING OF WEST. house proposed is not the responsibility of James R.Hill,Inc.or the surveyor. westerly comer of said Lot 9 to the most southerly or southwesterly corner thereof IX: TOP NUT OF HYDRANT AT NORTHEAST QUADRANT 3. No specific title search for existence or non- and there terminating. existence of recorded or un-recorded easements AY NE AND EAST RIVER ROAD.ELEVATION=850.75. has been conducted by the surveyor as a part of this survey. Only easements per the recorded We hereby certify that this is a true and correct survey of the above described property and that it GARY AND THE DIMENSIONS OF THE BOUNDARY AS plat are shown. was performed b me or under m direct supervision and that am a dui licensed Surveyor NE BEEN TAKEN FROM A SURVEY PREPARED BY SUB- th Proposed grades shown were taken from under P the laws of the State of Minnesota. That this survey does not duly ort to show all 3INEERING,DATED JUNE 15,1971. NO ADDITIONAL the grading&/or development plan prepared by Y purport N A improvements, easements or encroachments, to the property except as shown thereon. ARK HAS BEEN PREFORMED TO VERIFY THE BOUNDARY JRVEY. o Denotes set iron monument Signed this 2ND day of OCTOBER ,1996. James R.HIN,Inc., • Denotes found iron monument x927.68 Denotes existing elevation (930.00) Denotes proposed elevation 8y Denotes proposed drainage drains e Denotes ser spike monument Daniel R. McGibbon, Minnesota L.S.No. 18883 Bench Mark: 850,75_TN.-N,E,QUAD 69TH WAY NE 5 RIVER ROAD Existing House Top Block= 848-9 Exisfing Lowest Floor= 841.2 W 2 93 NORTHERLY LINE OF LOT 9, BLOCK 2. 3 4 33 IRON PIKE BENCH MARK 178.78 WEST o m' eg47e ' ? ND NORTHWESTERLY CORNER OF E�E�=84KEI - FENCE f 40 2 F LOT 9,BLOCK 2. 888.0 i' 8418 y^ 845.4 44.60 840 8410 � `-- ----54.83---- "% B394 5.DO FOOT WILE DRAINA@E8 UTILITY EA SEM€N PER PLAT POWER PME 845.8 8468 m '-- 840.6 O x ;' I('-6� -975 .i.^--�-T PROPOSED RETAINING WALL 1 8478 p ' x 5 0.1 y AS REQUIRED / I, -35 0-" 1 -1 41 OS b 846%2 x 846.8 47.9 �v 846.4 / /p Q O ' 841.4 `^ m x846.3 PROPOSED RIGHi1 !(y1�l',,, OF ggp7 w E%IS''I NG 4,D OF WAY LINF. A47S.x I'"i, LINE 840 9 W,oT EftLBLOCK 2. _ H - 9, W 2Y pp .947.0 x841 7 Fa N 50 HOUSE 8472 x8477 N S4 q 18477 O (V0 Wp4r x'.42.6 28,is 1 84708471 xg z (tel a1 p 1 Gp0�� m D.Do:10 4 "?D °e LOT 9 8472 �M m ` l j x846.2 W 3 0 \ �A� Z5.0 843.8 843.6 TOO COr SPRIKE 8469 w _,,Q_ 8x16 d� n, \ \ /O� ELEV..845.54 8474 845.9 947.1 8472 rc y 5��p x 84].6 V' \ E ROUND 844.5 &F66 '847'1 FENCE po kp SHED 8473 rht' FENCE 846.5 847.3 845.6 �]2 847.2 847 2 \ 846.0 8471 8470 8472 .x847.2 n' x846.7 x846.5 GAR,IGE �,---x-i 471 \89].5 /x8477 GRAVEL x841. .g4 /`. 846. DRIVEWAY xro FENCE I I 852.3 847] 896.98910 8470 318.,.- 853.6 \48.9 84].4 168.24 8471 %x73 1�814x 4]8x8474 1'!^••' N 88°5540°E 8473 x847a� MOST SOUTHERLY OR SOUTHWEST '63 q\ 8475 Uj CORNER OF LOT 9, BLOCK 2. SOUTHERLY LINE OF I LOT 9, BLOCK 2. 20,.__..,_.._40 60 � 2.7- I N 7.IN FEETL 33- t1 � INCH=20 FEET um%WRWMRNNMMMW mum Do N o o p CERTIFICATE OF SURVEY °Y u'' ty, c � �m F rdYfhi,.l°I James , �. `m n`- W b FOR: RON MILLER CONSTRUCTION d 1y R q Hill, m s _ x z 1n _°,f, PLANNERS / ENGINEERS/SURVEYORS c O I fn 'a Sfa c , MnnV 5010 , 9 z PART OF LOT 9,BLOCK 2,SANDHURST ADDITION, ,j 2'500 W cTY nn n2. Stim 120, BunNsvulr. MN 55337 m m ANOKA COUNTY,MINNESOTA. P,U N< -_ - etves0-s0aa r4a eso-'5zan