|
RECEIVEt
<br />AUG 13 2009
<br />CITY OF ORONO
<br />(Y " KEMPER & ASSOCIATES INC,
<br />o PrJ M �is�2 721 OLD HIGHWAY 8 N.W. ���
<br />o a 2 ��s; NEW BRIGHTON, MINNESOTA 55112 a 20 40
<br />THE BUf f
<br />O R s' 2: 651-631-0351
<br />-WELL -ESIDENCE z
<br />1 INCH EQUALS 40 FEET
<br />'Q
<br />Z FAX 651-631-8805
<br />9�p
<br />FOUND 1/2" ORDINARY HIGH WATER ELEV_ Emall: kemper©pro-ns.net
<br />16' (O.H.W) 929.4 FEET (NGVD29)
<br />IRON IPE
<br />5"26'29"E 0.6' www.kem ersurve 5'
<br />Com BASIS FOR BEARINGS:11 o MILLSTON 1
<br />HENNEPIN COUNTY
<br />COORDINATE SYSTEM
<br />BX
<br />15T1996)
<br />(OBSERVATION
<br />MH' BY CPS
<br />^, �� ®� 0 "JO \ RIM 934.89 UTILIZING MnDOT VRS
<br />O�
<br />(C'�3 NETWORK.
<br />��k� 43°h •O 2 LD S BASIS FOR ELEVATION:
<br />HENNEIPIN COUNTS9 MINNESOTA � 9 5374' m Mn,1TREFERENCE
<br />2 ,// 9�s o ® STATION "DERUS MN053"
<br />9 $, s 3 5
<br />N AGER LAKE ELEV-= 941.501 29)
<br />(NGVD
<br />SEE LEGAL DESCRIPTION BELOW i/�j F FOUND HENNEPIN
<br />FOUNO_t/2"_ / (AS PER REAL TIME GPS
<br />8 COUNTY 2" CAST cxi MEASUREMENTS UTILIZING
<br />- IR PIPE_ . -- S9 \ IRON MONUMENT
<br />oo MINNESOTA DEPARTMENT
<br />820 B'27'W 0.47'- 96p S40'23'00"W 0.727 OF TRANSPORTATION
<br />0
<br />\13' RC o VRS NETWORK)
<br />- 12,121 `-Eth
<br />961 Qy
<br />\
<br />E1/2 SEC. 10 & W1/2 SEC. 11, T117N, R23W - 962 CONTOUR INTERVAL=1 FOOT
<br />963 ORDINARY HIGH WATER ELEV_
<br />964 (O.H.W) 929.4 FEET (NGVD29)
<br />SP
<br />/ 'S 76. SHORELINEASURED
<br />ONOMAYIN20, 2009
<br />= M 9665 \
<br />\
<br />OH 96j 5 0- kix
<br />P--
<br />92 41'350
<br />17 FIR B
<br />93
<br />OH----_�� 931
<br />- � - O 6' HB•
<br />35
<br />W _ _ 27 MP 9,� SP CONC. PAD
<br />1� m AND PUMP
<br />-39 972 5 SETBACK iq �° 4
<br />fA C2 971.32 FROM O.H.W.
<br />96� S 78
<br />�\ *\� R ��P� = 972.55 62,43'O Zq 56 45 E 1� _
<br />TI F ,\��+OO� r� __ ,5.82' z o �r 6 g /" Opi_50'�M}
<br />I V r o j e c t s\ 0 9 0 3 \SECI 0 FOUND 1 2
<br />. 15" ASH FIRE _
<br />MAINTENANCE GARAGEPIT z IRON PIPE
<br />AREA= $$p
<br />Q ^� FOOTPRINT
<br />FT_ ^
<br />°j M
<br />_34 9$
<br />6"•HB y 5 FOUND MINNESOTA DOT
<br />REFERENCE STATION
<br />LOOR:::: _ _ ::: ::::::: - 10" RC 12" RP 90fl `_ 9 67 `DERUS MN053" (1990)
<br />EL
<br />:ELEV. -_972- A O 18' SP �
<br />O P======9�===--972.55-:__-:_ GRAVEL 9- 956 ELEV.= 941.501 (NGVD29)
<br />,
<br />y �___ �� s
<br />------- - a =-=8j=--- --=::GRAVEL=-------.-'-.'.14",72",12 SCP 6'•HB o, PATH 2 957
<br />- - - - - �`b 75' SETBA 958 H
<br />GARAGE
<br />ADJACENT � FROM O.H.W. 959
<br />ti 969
<br />_ _ _ -: _"-H
<br />j \ - -_- - - " ...... ... ....:.:. 17" RP "• H rlo . 963 I{
<br />MH ..
<br />BRICK -_-_-_ _ _ _ _ -: - - - - _ 16" HB rn I
<br />VICINITY MAP : _ - ___ ___ _ _--_--___-_ - _ = _= x972.39
<br />----- ----- ---
<br />----- "•HB �,
<br />SCALE) = 9 - _ CB 121 ,12 .10" LD
<br />-(NO
<br />-- 1
<br />„• ® RIM 964.05
<br />E
<br />-- ___=____::_:__-:_: _:_ __ = x972.64 x INV 960.55 SW I
<br />=_:
<br />_ _ ______
<br />"----- 972.35
<br />- _ ____________ ___ ___
<br />ZONING REQUIREMENTS :. O) "+ 64 CONC.
<br />to 7„ 9 \SP _
<br />- --- _ _ .'_ :GRAVEL = -_--_- - -- 9fi5'� M WALL
<br />N:\Projects\fl9033T\P5180128,JPG
<br />9s5.10 10
<br />ZONED LR-lA - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT _ ::::_: __ W -' -_-.-.1a" S B SF \ I
<br />�. SID 11-1
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT --:-_--,_=I
<br />SUBJECT TO FLOODPLAIN MANAGEMENT - _ . _ _ _ _- 966 _ - - _:-:- SP ` \ �� 11 SP 12" MP 61.39
<br />MINIMUM LOT AREA - 2 ACRES ] - ------6„ �� 14" HB 1 BE I
<br />MINIMUM LOT WIDTH - 200 FEET _ _ _ - __ O - 7• SP
<br />LP X665.79 1 "
<br />1100 MILLSTON ROAD FROM SOUTH
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES 16§1 12" SP SP ` 965 1
<br />\ 96
<br />22 HB
<br />5 7" SP 250' SETBACK OURTENNIS HB
<br />MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM g6 = \
<br />ORDINARY HIGH WATER LEVEL) O FRO O.H.W. `tel V r BUILDING
<br />- 30% (250 FEET TO 500 FEET FROM 8" 5 w m
<br />ORDINARY HIGH WATER LEVEL) _ - " \ _ 9� �`t� LF`,_ 96 .57 7 -� TENNIS o c
<br />0" SP v , > } COURT n m v~i
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET 12' SP ` , yti a / ��`O ZI o
<br />\ OVERHAN 965. 12 ~I N: \Projects\O9033T\P5180078.JPG
<br />1
<br />a`l ¢ s6 0
<br />BUILDING SETBACKS: 5 `op+ 10" o z
<br />,� SP
<br />FRONT - 50 FEET ssa74 n g66 T OI N o
<br />1" SP 10 _ 14" P 12" WP D OVERFLOW
<br />SIDE - 30 FEET RIM Y I Al
<br />REAR - 50 FEET y 970 Xm EAST LUNE U W NY
<br />WESTERLY LINE LP OF LOT 4 O W t u
<br />$' 'AP 13 J I ^_
<br />ORDINARY HIGH WATER LEVEL - 75 FEET EASTE Y LINE F LOT 4 X9fifi.18
<br />12" S OF LOT 3 1 970 c m I
<br />(AS PER CITY OF ORONO ZONING CODE) 463 19" HB 96 1 966 -ea cl + r ZI�W 1100 MILLSTON ROAD FROM NORTH
<br />8' AP LLI
<br />14",14" MP �P4 ��1 _ CB W o 3
<br />= EASYE LINE -
<br />la" H
<br />OF Lo 2 4" 11" SP �s ss -10 RIM 967.61
<br />5' • CA . t
<br />10"•AP 1 AP 4, INV 965-41 11"LM
<br />FLOOD ZONE NOTE A CA 5" CA F��o 966.03 966.06 11. i i -M
<br />6.21 y
<br />SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE 'Y' 96 10 AP 6" AS 6. H " A • 8" \�� ©o�� 671.23 971.34 970 F DM O.H. K 9688 20"1 HB
<br />AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, _ QO vry g6g m 121 ELM N:\Projects\09033T\P5180141.JPG
<br />"A" "AE"
<br />A MINIMAL PORTION LIES WITHIN FLOOD ZONE AND 8"•M
<br />10"• AP 7" SH
<br />ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10%A as ���P goo
<br />AGENCY FLOOD INSURANCE RATE MAP NO. 27053C0304E 7" ASH 7- H7ias 97 POND INLET GRAVEL „1„ am
<br />WESTERLY INE 0 3" PVC PATH
<br />EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS _ - �h 97,1
<br />OF LOT 3 0, INV 969.32 141 ELM
<br />„ „ 6
<br />WITHIN FLOOD ZONE A AND "AE" ARE THOSE BEING = - -- �6 24" SP 6p4�
<br />r"
<br />g
<br />BELOW ELEVATION 931, SAID 931 CONTOUR IS SHOWN 28" P g6� 9�
<br />20' 24 20' 0" WP 672 1125 MILLSTON ROAD
<br />z7"
<br />HEREON IN RED. g65 969 969 OUTH LINE 97
<br />2" WP v O LOT 4 15"112" HB
<br />Iv"- 14 971 - 5' SH 1� 9 rn� I
<br />PP 18' 971 9 30" ASH 973
<br />26" 27" W 911 9 WP 18 P 25' WP 20" SP 1 "•H ,2 E 65 18 HB I
<br />k17ik 33
<br />FOUND " SP LP "� 973.25 LP p
<br />LEGAL DESCRIPTION o IRON PIPE 2" 30' WP v 972 2 1 R
<br />0 1 W _ -. --9- 35 °- - -- _ 1973.06. 4 -DIN a - °-
<br />813"58'S1'E 8"-M 1 RC 18 D ° 4 a
<br />RAIN 61 N:\Projects\O9033T\P5180005.JPG
<br />w 1 RC _ -NORTH I IN = CONCRETE 4 a
<br />4- a_4
<br />CERTIFICATE OF TITLE NO. 795619 o RG 17 w 973 1 W 973.52' - 4
<br />I- 0 R - (- g" R -_-_flF10T 5-- -- -' 44--972,86
<br />6 R N 5 WP - FOUND 1/2 RIM 9.7 .581
<br />Lots 1, 3, 4, 5, Block 1 and Z R 4" w t C 972.42 4 = ° - ET I
<br />- IRON PIP h - a 13" C Q1
<br />RC o m 1 2 SRC )TR10",7" M8
<br />Outlots A, B and C, ( a N 16 0 RC1 R o 'O 20' WT S2 ' 9" 0.60' �+ ° o 973.78 Lp0 LP _ a m 16" WP I
<br />12" DRAIN
<br />Miliston P n -
<br />N- o C H ` N "OAK
<br />a
<br />Sub to drainage a �� tf - R 2 10` RC 1 " w " o0 14" RC ° --a DRAIN RIM 973.27
<br />ect and utility easements
<br />j 9 y s 61_ 1 W 15" 973.3{1 4 LC RIM 973.38 _AC I MAINTENANCE GARAGE
<br />2 R � _ - no _ INV 968.17
<br />as shown On plat; As to Lots 1, 3, 4 673.46 -
<br />P ( a � d -
<br />_ _ FLOWS N
<br />�z 12 , 2', R 4 C 7" WP 2 C 4 10" "RC 6I = cb 973.36 -4 CONCRETE UNIT ( )
<br />�� 4_
<br />and 5, Block 1) r 2 R t g l�� 973,47- I
<br />6 C V RC 1 "SPO °
<br />FOUND 1/2- RC - 4
<br />/ 1 R 2 11 R 4' + y 1#
<br />Subject to a reservation OS shown In IRON PIPE 30 WP - R 2 ft �6 h -_=- LP 674.42 6" 0 w
<br />Deed Doc. No. 1449512; (As to Lot 1, S1941'37"E 0-78' = 0 g C RC �O_p���>- c m BRICK 4 973"70 - 20-00 = 974 a - CONCRETE ^ o
<br />1 R
<br />SOUTH UNE 2 h 69 cy z RICK o
<br />Block 1, Outlot A and an undivided 1 Rc
<br />1/2 interest in and to Outlot C) / I OF LOT 2 __ 2 1 R )74,35 ,9 4
<br />FOUND 1 2 RC o °' DRAIN = 674.7
<br />• ' " • a' o' 259' 2-52 DRAIN - - "� ^
<br />IRON PIPES 89 56 4 12 \ R 1 0 RC cp g" LC IM 974 p = ^
<br />j S20'39'01'E 0. '\\ O 29„ 14 C 7 R C RIM 973.72 - P N:\Projects\O9033T\P5180052.JPG
<br />Sub'ect to the interest of the Town Of S 89'53'33' R o 9 RC n 973.75 6',4" MR J W 4 INV 77 8 O
<br />.956 00
<br />Orono for the benefit of the in �s� RGD
<br />public _� = 973.49 s7 -s7 Q (F WS ORTH
<br />and to the West 199 feet of Street or 9,�-
<br />4cr
<br />_ _
<br />o 5" GINGKO T1s -15 m �2 rn I Q ` 88,40 01 '-
<br />Road lying North 10,
<br />of Lot �� 16' a_4�_ "
<br />S 4 E
<br />Rearrangement of Orono Point as 9 N RTH E 96S X0.79' nmi GARAGE p� w
<br />$S GARAGE 974.44 FLOOR
<br />>K W 6� a
<br />platted November 5th, 1903 and filed OF OT 1 13 CA y' S 4 FLOOR 974-B2 S w
<br />" 10•e e7 DOCK ON TANAGER LAKE
<br />971.40 9 4
<br />for record in the office of the Register 1 PP SP _ - s72• ., FIRST FLOOR 974.50 974'78 - q4 4 o
<br />t FO D 2"• CA 6 AC 974.30 0
<br />974 6
<br />of Deeds of Hennepin County, Minnesota "-cA s = v, 14.04' ELEV= 975.30 o s74.4a o (Q o
<br />9SF IRON PI 12'•CA 64 _ UNITS � M
<br />27.62' b
<br />on November 20 1903 in Book 12 of a 7Z" N
<br />F 19 7 0.80 I_ N THRESHOLD 2x.40 9"• M
<br />ow N GARAGE N z
<br />w 32 MP ELEV= 973.79 1100 MILLSTON ROAD
<br />Plats, page 512; (As to all of above 13' S N m U rn AREA= in
<br />2 W 2"• C 17"' C GM "' 570 SQ- FT. ° W J O
<br />land except Lots 1 and 3 Block 1, �m \ 2" -CA �- 3275' BAY BUILDING FOOTPRINT -
<br />0 12°• C
<br />___0 fl
<br />0 4. WP rn G 2.67 ,MNDOW 25.28' op 27.65' u
<br />Outlot A and an undivided 1/2 interest ILL 1 a 0s <J �� p 971.26 AREA= 6,202 54. FT. o E O
<br />-- 97.9 973.98
<br />.?- _ a cn EM
<br />- ------- '- - - --- AS-�iET- -- --_-_. - ---
<br />- _ - ----- - - -
<br />0- w 11 P Vj CA 12' - CA _ I 7„' 673 1 N i3.2T @7.51 RIM 974.88
<br />�p�_ _RAIN�T� 9T3 18'1 HB
<br />PLAY SET
<br />LOT AREA SUMMARY I 6' A __ o RIM 975.D5 p H
<br />1 "• CA 1 "•ca I o
<br />6� DECK SOGp�
<br />Q S 2 WP --
<br />_Iw 2 CB ❑" ASH g� DRAIN 17 8" kB
<br />I
<br />LOT 1, BLOCK 03 B„ 2 " WP =_ " _- I 2.38 T RIM 74. RgIN `rF I
<br />1, MILLSTON Z p IN 96 48 DRAIN BRICK 6' HB
<br />HB
<br />1Ld
<br />$
<br />=94,043 SQ. FT OR 2.1589 ACRES 7 P MAESTR Is ® IM 97
<br />�' 9 e IM 97 .09 0 ANG 14" ELM
<br />LOT 3, BLOCK 1, MILLSTON ! _ �s p 19" P 973.0 ? J I
<br />(AREA OF LOT TO SURVEY LINE) a `�� - _ - - 29" WP 1 8" RP a POOL 18"•LC Ir I
<br />313V Ln
<br />=90,495 SQ. FT. OR 2.0775 ACRES I c' Q
<br />1 LD LEGEND
<br />8"•HB di m
<br />(AREA FROM SURVEY LINE TO O.H.W.) I Trq 55.32 956.69 _ 8" RP 972.67 972.86 Z
<br />` I 5 �I Z
<br />=1,090 SQ. FT OR 0-0250 ACRES 20'
<br />/TOTAL AREA OF LOT 3 1 9 24.27 GARAGE FLOG = 21" SP 97272 F- ooa -936- EXISTING CONTOUR LINE
<br />l ) R ELEV. 957.05 I ". H I
<br />=91,585 SQ. FT OR 2.1025 ACRES I 8 D DRI AY g71 ' x937.33 EXISTING SPOT ELEVATION
<br />N BITUMINOUS
<br />OZ C?
<br />0 9 19" 7" 1 BR 19 SH C 15",14 B U i w MH MANHOLE
<br />LOT 4, BLOCK 1, MILLSTON �� z 227 1 5 1 c W� 0
<br />I J a
<br />(AREA OF LOT TO SURVEY LINE) a"• o < . 13 BR � � TR TELEPHONE RISER
<br />O � W F- B 19 m
<br />1••�
<br />=101,583 SQ. FT. OR 2.3320 ACRES I o 9A6 m J <a 12 SP - „ B �.� 14" SP 9�0 N Z CN © GABLE TV RISER
<br />(AREA FROM SURVEY LINE TO O.H.W,) J z n _ 9 25" ASH W w
<br />=2,113 SQ. FT OR 0.0485 ACRES 9As aN 1 B ti. W
<br />>> 10" BR o ET ELECTRIC TRANSFORMER
<br />z �I� d 9Sj
<br />(TOTAL AREA OF LOT 4) Loo = STONE 969
<br />Ld 2;M
<br />I N ``
<br />=1 D3,696 SQ. FT OR 2.3805 ACRES v o a T HOLD - 11" BR WALLS 22" ASH EM ❑e ELECTRIC METER
<br />a� V. 958,46
<br />9 1D' SP 1
<br />2 WP
<br />Q m P TP E L. 2656
<br />LOT 5, BLOCK 1, MILLSTON EL V. 4s,s 956.55 2" HB I GM © GAS METER
<br />c 968
<br />=246,D51 SQ- FT. OR 5.6486 ACRES 2 A 95'7 1
<br />M .96i _�4_QO EAST L E I ® AIR CONDITIONER
<br />N s5s 12 SP 2 WP 16" BR LOT 1 HB
<br />P1��(}-�T!` 9OF
<br />OUTLOT A, MILLSTON i Shp I MBD MAIL BOX
<br />$ - 18 e�
<br />(
<br />(AREA OF LOT TO O,H.W.) 13" SP 9
<br />=2,497 SQ. FT. OR 0.0573 ACRES I 959 27' ASH 14" HB I - UE- UNDERGROUND ELECTRIC
<br />SS ^ 15" BR 4" HB I
<br />112,. O..• Z WP
<br />OUTLOT o �� 10" SP w 9SS 3",10 IHB - UT - UNDERGROUND TELEPHONE
<br />B, MILLSTON
<br />(AREA OF LOT TO O.H.W.) I 4" WP � N 966 - G - UNDERGROUND GAS
<br />� ONE
<br />1 „- ,,, �9
<br />= 950 SQ, FT. OR 0.0218 ACRES I s Ur 15" SP WA -HB I - ST - STORM SEWER
<br />LO
<br />' SP I �
<br />t o
<br />+� o
<br />OUTLOT C, MILLSTON I �s� � - OH - OVERHEAD UTILITY LINES
<br />I g M z ��� 966
<br />11" SP 10" ASH
<br />=36,556 SQ. FT. OR 0.8392 ACRES I s
<br />CB C) CATCH BASIN
<br />" HB
<br />TOTAL AREA OF SUBJECT PROPERTY s 11" SP 121 5 -A 9 ! LP 0 LIGHT POLE
<br />I T' 9s�, _ 1 s B" H
<br />4
<br />(LOTS 1, 3, 4 & 5, OUTLOTS A, B, C)
<br />1 P ( PP POWER POLE
<br />=575,378 SQ. FT. OR 13.2089 ACRES I 3" s 2'I SP
<br />��
<br />�..� M _ 9g 12
<br />12" SP
<br />9"'9' 9S, 10 0,0 S { 0 3 DENOTES DIMENSION
<br />i (M) URING THE
<br />DTHIS
<br />6" 962 1 HB I COURSE OFMEASURED
<br />O 13"S 7"S 14'8 SURVEY
<br />�1 sr0 DENOTES RECORD
<br />HARD COVER SUMMARY � 9 S iD P
<br />_IO c 367 I
<br />4 A
<br />6, 9� (/) 7 s (R) DIMENSION AS PER PLAT
<br />OR LEGAL DESCRIPTION
<br />THESE BY TO H 1 " A 8 SP " ,
<br />AREAS ARE GROUPED VICINITY SP x956.16 960
<br />W � " 5 " SP x656.62 17" ASH I SET
<br />�
<br />s HB - - sP • MONUMENT MARKEDDENOTES
<br />EXISTING STRUCTURES SHOWN HEREON.
<br />15" SP 18 , B
<br />w �idl 9 0" 5 c I "KEMPER 18407"
<br />AREA NEAR PRIMARY RESIDENCE (1100 MILLSTON) N 8', T 3 A 1 A F> 1 H 959 ( -931- 500 -YEAR FLOOD LINE
<br />AREA OF RESIDENCE= 6,202 SQ. FT. o R 11 SP 71 (AS PER F, E.M. A.)
<br />'� E 12 P 958-
<br />AREA OF DETACHED GARAGE= 570 SQ. FT. co x955.69 58
<br />L THE
<br />o 12" RC c
<br />'939 6
<br />AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, O Z s
<br />AREA�"
<br />AND OTHER CONCRETE OR STONE SURFACES 12" sP 657
<br />I
<br />= 20,135 SQ_ FT. Z T L E 2 ' WP 4" WP X956.29
<br />OF T 1 4" D 956
<br />,15',
<br />TOTAL AREA= 26,907 SQ. FT. I 48 ELM
<br />ol
<br />I AD NC OAC 0 TS E 01
<br />AREA NEAR TENNIS COURT 933 0 DE NA DRI T- F WA WEST LINE 955
<br />AREA OF TENNIS COURT= 7,477 SQ. FT. ( o D TA E 0 t9. F F 4 D 9S OF L T 5 X956.27 j 9g TREE ABBREVIATIONS
<br />I
<br />AREA OF BRICK WALLS= 473 SQ. FT, i = A 4
<br />AREA OF WOOD PLATFORM= 644 SQ. FT. u' S"
<br />TOTAL AREA= 8,594 SQ. FT. I = 9s� X956.62 953 I HB - HACKBERRY
<br />I L o 27' OAK 952 2" H I SP - SPRUCE
<br />AREA NEAR MAINTENANCE GARAGE I �� N 951 I
<br />RC - RED CEDAR
<br />AREA OF GARAGE= 2,157 SQ. FT. 9�S x956.74
<br />- _ --�`g5o 1
<br />I
<br />AREA OF CONCRETE- RAMP --201 SQ. --FT. _ 13 MP 9
<br />26, _
<br />�� �� - 949 I SCP - SCOTCH PINE
<br />AREA OF CONCRETE APRONS= 195 SQ. FT. o _ 1 6"• cT
<br />TOTAL AREA= 2,553 SQ. FT. I x� 4" s = 0'00"(R) 948 1 ! WP - WHITE PINE
<br />PP � R- 10 C 34 RP - RED PINE
<br />AREA NEAR 1125 MILLSTON HOUSE I � " °AK"• B
<br />X931.63
<br />- 1 63'(R
<br />AREA OF HOUSE= 1,726 SQ. FT. I 18" CMP d" P _ 946 r I LU LD - LINDEN
<br />AREA OF PAVER PATIO= 234 SQ. FT. I INV 929.67 9s� �s 13"
<br />21" AK 10" RP 17"
<br />! J
<br />12",12" 945 MP - MAPLE
<br />AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ- FT. 12 +
<br />Ir
<br />TOTAL AREA= 3,308 SQ. FT. oy N E: OU OT IS JECT T A P A =- _944- + � w CA - CRAB APPLE
<br />X231.4 xs3t5a RAD Y E SEM TAN PURL ROAZ
<br />1 A U TTY ASE T FO E BE FIT 72 HB `C }
<br />AREA OF MILLSTON ROAD/DRIVEWAY BT - BUCKTHORN
<br />I OF LOTS 1, 213, 4 5, BL O 1, MIL STO _ _ 0 943 " I Q `r
<br />AREA OF MILLSTON ROAD AND DRIVEWAY As ER SOL ION N 1053 (D UME 74" HB I- o�
<br />''
<br />. 0" 9' LD 1 o BR - BIRCH
<br />{{ NO 2
<br />TO PRIMARY RESIDENCE= 17,674 SQ. FT. 1 NU ER 1 5896 A RES ON A ROVI = _ Z M
<br />PIP 4' WP r
<br />THE LAT MILLS K 942 t
<br />1 WP4' ASH tY BX - BOXELDER
<br />X931-55 X931.715"
<br />TOTAL HARDCOVER ON SUBJECT PROPERTY 0 ,En rq z
<br />y �= 0.0 00 \ 1D" R
<br />IOW I CT COFFEE TREE
<br />26,907+8,594+2,553+3,308+17,674 C g41 -
<br />= 59,036 SQ. FT. ' - 1 0. (R) - OAK SCP CEDE 9A0 14" 4 HB• !m o WL - WILLOW
<br />OR
<br />115 C x93, -7a L= 20 .44 R) _ _ " "SCP E f .+ z-16
<br />LLI0 AP - APPLE TREE
<br />TOTAL AREA OF SUBJECT PROPERTY
<br />P CEDARS 1 " H l� 3
<br />O
<br />AREA TO O.H.W.=575,378 SQ. FT. _ Oa o
<br />3g
<br />- - � BE - BUCKEYE
<br />IRON PI SPS
<br />PERCENTAGE OF HARDCOVER S56.09'27" 69' 1 CEDARS MB - RUSSIAN MULBERRY
<br />59,036/575,378= 0.1026 (XiOO)= 10.26% �� s He 935 I
<br />2' SP yy " 12' LC - LOCUST
<br />•ELM
<br />o, _
<br />10" EL 0--8„ C '
<br />42". FO D 1/2" OF L 1OU T 1 » __ 14' RC ©R= 75.00 R
<br />937 11".9"I
<br />1D" SP 11 " HB
<br />FOUND 1/2" N PIPE ' ND 1/2-
<br />- /
<br />S 877 W frR) 12" MP 933 7 H6 1.00 R "
<br />�= 470 (R)
<br />IRON PIPE S34'13' _ - 23 - IRON
<br />(R} -
<br />S46'06'17'E 0.60' S $%'44 24 - - - 29_18 (R) ` 835'29'42"E 6 ' SOUTH LINE 5" SP
<br />R) OUND 1/2" 12" 8" HB
<br />2" HS
<br />_ _�_ 939 = 50-04' E c C
<br />7� R 16' MP OF LOT 5 0�
<br />PREPARED FOR: p 7J'g334 �R y!T , 938 LP \ IRON PIPE E 0.74' _ 6" SP 8' HB
<br />TR UT EM RIM 934- 6' SP
<br />PP U
<br />ROdNEY BURWELL -�- � - - 935 - - » aZ7 INV 932.89 S " 13" HB
<br />i '
<br />- O U - �- UT 6" HB
<br />_ _ _ _ _ _ _ _ 36
<br />1100 MILLSTON ROAD pH OH - - _ _ , 935 �3 'SP 8 31 7 , 935
<br />_ _ _ - = ' - Tom--- R- 1670.02' _ 6" WALNUT
<br />R - MB
<br />_ - - _- _
<br />ORONO, MINNESOTA 55391 _ _ _ _ - _ _ _
<br />- --- - d
<br />w 86
<br />L� 328.39�(R) / 12" H
<br />KEVIN KEENAN,
<br />_- -_= BUCKTHOR165
<br />c% LANDSCAPE ARCHITECT :. 9 1 :38'06 U 12" CA
<br />KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE - - = - m C) ' 12' CA 1 ELM 15" HB
<br />O O O9'31"
<br />SHORELINE--:--, ` ,3CB N 8115119
<br />DR
<br />MINNETONKA BOULEVARD _ V T=RIM 335.15 - - �y
<br />MINNETONKA, MINNESOTA 55345 = 1 2" -o O CD - - - _ vu INV 932.45_ _S U (R)
<br />936 -FOUND - UT
<br />_
<br />PHONE: 952-475-1229 = - _-IRON PIPE 1/2":--- ( r� 80' ,
<br />_ __ _ _ Ijl _ Z »
<br />N22".30'i5"E 1..95'- }�'`�p6 y�j UE UT FOUND 1/2'
<br />I R ry - - . � �`�Ut; IRON PIPE
<br />1604 02'
<br />� O 29. %3
<br />_
<br />CELL: 952-328-2560 - �F2} UT T
<br />10 A H 2 Ag ASH
<br />35 - -
<br />ARCHITECT: 9 1 _- 35 ti C8= _ 3:
<br />, AIA -- --934 H B L _ 4.40-_= _
<br />TIOD _ S 0 INV r ,�
<br />CHOICE CO 931.40 S
<br />CHOICE WOOD COMPANY X934 - • � V
<br />8p•59 36"
<br />7 BT - - - - -•: - _ '-. '� -
<br />3310 GORHAM AVENUE SOUTH � E
<br />.
<br />ST. LOUIS PARK, MINNESOTA 5542fi _ 9' ASH 10" ASH 12" AS = _
<br />14" ASH
<br />PHONE: 952-924-0043 J/ 10" ASH 15 ELM 14" ELM 935 - _ FOUND 1 2"----.'--
<br />12" ASH 11 ASH =- _ - -_ - - / _
<br />f8.4' 14",13' LD 12" ASH 3 29, -_IRON PIPE Q
<br />FAX 952-924-0269 12•'•9• LD 12" LD _ '" _ _
<br />� o_ _ CERTIFICATION
<br />CELL: 952-237-7340 ORDINARY HIGH WATER ELEV. SHORELINE AS MEASURED 10' MP 12",8" ASH - ,R 3"12'D7"E 0,35' O CO o - - - I HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />(O,H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 OUTLOT A 15" CMP 10" ELM _ O
<br />OR REPORT
<br />-o-__ _ WAS PREPARED BY ME OR
<br />g„ ELM _ '
<br />INV 930.32
<br />8" PVC 934 (n UNDER MY DIRECT SUPERVISION AND THAT
<br />_
<br />�j (� �T �T �j ®�T �� (SMITH�� INV 931.22 94" ASH 933 I R A DULY LICENSED PROFESSIONAL LAND
<br />\
<br />�1JI_j jdJL 1 �I1 �I J�j1 � SURVEYOR UNDER THE LAWS OF THE STATE
<br />LAKE
<br />12" ASH 15" CMP 31 OF MINNESOTA.
<br />LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12,12',8" ELM 14' ASH
<br />ORDINARY HIGH WATER ELEV. INV 930.15 1313",12" ASH
<br />HIGHEST RECORDED: 93D.52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 12" ASH 110.3'
<br />C"' E R T I 1L I u A T E OF SURVEY LAASTS EAD NG. 928.8RECRDED:921.78 2/16/1937)
<br />FEET (1
<br />(05/07/2009) 937) OU TL O T B 12" MP MARK D. KEMPER, PLS 18407
<br />ORDINARY HIGH WATER ELEVATION: 929-4 FEET
<br />09033 (09033T.DWG) ELEVATION DATUM- NGVD 1929 DATED THIS DAY OF , Z009
<br />KEMPER & ASSOCIATES, INC. Co
<br />
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