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HomeMy WebLinkAbout2009 SurveyRECEIVEt AUG 13 2009 CITY OF ORONO (Y " KEMPER & ASSOCIATES INC, o PrJ M �is�2 721 OLD HIGHWAY 8 N.W. ��� o a 2 ��s; NEW BRIGHTON, MINNESOTA 55112 a 20 40 THE BUf f O R s' 2: 651-631-0351 -WELL -ESIDENCE z 1 INCH EQUALS 40 FEET 'Q Z FAX 651-631-8805 9�p FOUND 1/2" ORDINARY HIGH WATER ELEV_ Emall: kemper©pro-ns.net 16' (O.H.W) 929.4 FEET (NGVD29) IRON IPE 5"26'29"E 0.6' www.kem ersurve 5' Com BASIS FOR BEARINGS:11 o MILLSTON 1 HENNEPIN COUNTY COORDINATE SYSTEM BX 15T1996) (OBSERVATION MH' BY CPS ^, �� ®� 0 "JO \ RIM 934.89 UTILIZING MnDOT VRS O� (C'�3 NETWORK. ��k� 43°h •O 2 LD S BASIS FOR ELEVATION: HENNEIPIN COUNTS9 MINNESOTA � 9 5374' m Mn,1TREFERENCE 2 ,// 9�s o ® STATION "DERUS MN053" 9 $, s 3 5 N AGER LAKE ELEV-= 941.501 29) (NGVD SEE LEGAL DESCRIPTION BELOW i/�j F FOUND HENNEPIN FOUNO_t/2"_ / (AS PER REAL TIME GPS 8 COUNTY 2" CAST cxi MEASUREMENTS UTILIZING - IR PIPE_ . -- S9 \ IRON MONUMENT oo MINNESOTA DEPARTMENT 820 B'27'W 0.47'- 96p S40'23'00"W 0.727 OF TRANSPORTATION 0 \13' RC o VRS NETWORK) - 12,121 `-Eth 961 Qy \ E1/2 SEC. 10 & W1/2 SEC. 11, T117N, R23W - 962 CONTOUR INTERVAL=1 FOOT 963 ORDINARY HIGH WATER ELEV_ 964 (O.H.W) 929.4 FEET (NGVD29) SP / 'S 76. SHORELINEASURED ONOMAYIN20, 2009 = M 9665 \ \ OH 96j 5 0- kix P-- 92 41'350 17 FIR B 93 OH----_�� 931 - � - O 6' HB• 35 W _ _ 27 MP 9,� SP CONC. PAD 1� m AND PUMP -39 972 5 SETBACK iq �° 4 fA C2 971.32 FROM O.H.W. 96� S 78 �\ *\� R ��P� = 972.55 62,43'O Zq 56 45 E 1� _ TI F ,\��+OO� r� __ ,5.82' z o �r 6 g /" Opi_50'�M} I V r o j e c t s\ 0 9 0 3 \SECI 0 FOUND 1 2 . 15" ASH FIRE _ MAINTENANCE GARAGEPIT z IRON PIPE AREA= $$p Q ^� FOOTPRINT FT_ ^ °j M _34 9$ 6"•HB y 5 FOUND MINNESOTA DOT REFERENCE STATION LOOR:::: _ _ ::: ::::::: - 10" RC 12" RP 90fl `_ 9 67 `DERUS MN053" (1990) EL :ELEV. -_972- A O 18' SP � O P======9�===--972.55-:__-:_ GRAVEL 9- 956 ELEV.= 941.501 (NGVD29) , y �___ �� s ------- - a =-=8j=--- --=::GRAVEL=-------.-'-.'.14",72",12 SCP 6'•HB o, PATH 2 957 - - - - - �`b 75' SETBA 958 H GARAGE ADJACENT � FROM O.H.W. 959 ti 969 _ _ _ -: _"-H j \ - -_- - - " ...... ... ....:.:. 17" RP "• H rlo . 963 I{ MH .. BRICK -_-_-_ _ _ _ _ -: - - - - _ 16" HB rn I VICINITY MAP : _ - ___ ___ _ _--_--___-_ - _ = _= x972.39 ----- ----- --- ----- "•HB �, SCALE) = 9 - _ CB 121 ,12 .10" LD -(NO -- 1 „• ® RIM 964.05 E -- ___=____::_:__-:_: _:_ __ = x972.64 x INV 960.55 SW I =_: _ _ ______ "----- 972.35 - _ ____________ ___ ___ ZONING REQUIREMENTS :. O) "+ 64 CONC. to 7„ 9 \SP _ - --- _ _ .'_ :GRAVEL = -_--_- - -- 9fi5'� M WALL N:\Projects\fl9033T\P5180128,JPG 9s5.10 10 ZONED LR-lA - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT _ ::::_: __ W -' -_-.-.1a" S B SF \ I �. SID 11-1 SUBJECT TO SHORELAND OVERLAY DISTRICT --:-_--,_=I SUBJECT TO FLOODPLAIN MANAGEMENT - _ . _ _ _ _- 966 _ - - _:-:- SP ` \ �� 11 SP 12" MP 61.39 MINIMUM LOT AREA - 2 ACRES ] - ------6„ �� 14" HB 1 BE I MINIMUM LOT WIDTH - 200 FEET _ _ _ - __ O - 7• SP LP X665.79 1 " 1100 MILLSTON ROAD FROM SOUTH MAXIMUM LOT COVERAGE - 15% BY STRUCTURES 16§1 12" SP SP ` 965 1 \ 96 22 HB 5 7" SP 250' SETBACK OURTENNIS HB MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM g6 = \ ORDINARY HIGH WATER LEVEL) O FRO O.H.W. `tel V r BUILDING - 30% (250 FEET TO 500 FEET FROM 8" 5 w m ORDINARY HIGH WATER LEVEL) _ - " \ _ 9� �`t� LF`,_ 96 .57 7 -� TENNIS o c 0" SP v , > } COURT n m v~i MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET 12' SP ` , yti a / ��`O ZI o \ OVERHAN 965. 12 ~I N: \Projects\O9033T\P5180078.JPG 1 a`l ¢ s6 0 BUILDING SETBACKS: 5 `op+ 10" o z ,� SP FRONT - 50 FEET ssa74 n g66 T OI N o 1" SP 10 _ 14" P 12" WP D OVERFLOW SIDE - 30 FEET RIM Y I Al REAR - 50 FEET y 970 Xm EAST LUNE U W NY WESTERLY LINE LP OF LOT 4 O W t u $' 'AP 13 J I ^_ ORDINARY HIGH WATER LEVEL - 75 FEET EASTE Y LINE F LOT 4 X9fifi.18 12" S OF LOT 3 1 970 c m I (AS PER CITY OF ORONO ZONING CODE) 463 19" HB 96 1 966 -ea cl + r ZI�W 1100 MILLSTON ROAD FROM NORTH 8' AP LLI 14",14" MP �P4 ��1 _ CB W o 3 = EASYE LINE - la" H OF Lo 2 4" 11" SP �s ss -10 RIM 967.61 5' • CA . t 10"•AP 1 AP 4, INV 965-41 11"LM FLOOD ZONE NOTE A CA 5" CA F��o 966.03 966.06 11. i i -M 6.21 y 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 AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, _ QO vry g6g m 121 ELM N:\Projects\09033T\P5180141.JPG "A" "AE" A MINIMAL PORTION LIES WITHIN FLOOD ZONE AND 8"•M 10"• AP 7" SH ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10%A as ���P goo AGENCY FLOOD INSURANCE RATE MAP NO. 27053C0304E 7" ASH 7- H7ias 97 POND INLET GRAVEL „1„ am WESTERLY INE 0 3" PVC PATH EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS _ - �h 97,1 OF LOT 3 0, INV 969.32 141 ELM „ „ 6 WITHIN FLOOD ZONE A AND "AE" ARE THOSE BEING = - -- �6 24" SP 6p4� r" g BELOW ELEVATION 931, SAID 931 CONTOUR IS SHOWN 28" P g6� 9� 20' 24 20' 0" WP 672 1125 MILLSTON ROAD z7" HEREON IN RED. g65 969 969 OUTH LINE 97 2" WP v O LOT 4 15"112" HB Iv"- 14 971 - 5' SH 1� 9 rn� I PP 18' 971 9 30" ASH 973 26" 27" W 911 9 WP 18 P 25' WP 20" SP 1 "•H ,2 E 65 18 HB I k17ik 33 FOUND " SP LP "� 973.25 LP p LEGAL DESCRIPTION o IRON PIPE 2" 30' WP v 972 2 1 R 0 1 W _ -. --9- 35 °- - -- _ 1973.06. 4 -DIN a - °- 813"58'S1'E 8"-M 1 RC 18 D ° 4 a RAIN 61 N:\Projects\O9033T\P5180005.JPG w 1 RC _ -NORTH I IN = CONCRETE 4 a 4- a_4 CERTIFICATE OF TITLE NO. 795619 o RG 17 w 973 1 W 973.52' - 4 I- 0 R - (- g" R -_-_flF10T 5-- -- -' 44--972,86 6 R N 5 WP - FOUND 1/2 RIM 9.7 .581 Lots 1, 3, 4, 5, Block 1 and Z R 4" w t C 972.42 4 = ° - ET I - IRON PIP h - a 13" C Q1 RC o m 1 2 SRC )TR10",7" M8 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 12" DRAIN Miliston P n - N- o C H ` N "OAK a Sub to drainage a �� tf - R 2 10` RC 1 " w " o0 14" RC ° --a DRAIN RIM 973.27 ect and utility easements j 9 y s 61_ 1 W 15" 973.3{1 4 LC RIM 973.38 _AC I MAINTENANCE GARAGE 2 R � _ - no _ INV 968.17 as shown On plat; As to Lots 1, 3, 4 673.46 - P ( a � d - _ _ FLOWS N �z 12 , 2', R 4 C 7" WP 2 C 4 10" "RC 6I = cb 973.36 -4 CONCRETE UNIT ( ) �� 4_ and 5, Block 1) r 2 R t g l�� 973,47- I 6 C V RC 1 "SPO ° FOUND 1/2- RC - 4 / 1 R 2 11 R 4' + y 1# Subject to a reservation OS shown In IRON PIPE 30 WP - R 2 ft �6 h -_=- LP 674.42 6" 0 w 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 1 R SOUTH UNE 2 h 69 cy z RICK o Block 1, Outlot A and an undivided 1 Rc 1/2 interest in and to Outlot C) / I OF LOT 2 __ 2 1 R )74,35 ,9 4 FOUND 1 2 RC o °' DRAIN = 674.7 • ' " • a' o' 259' 2-52 DRAIN - - "� ^ IRON PIPES 89 56 4 12 \ R 1 0 RC cp g" LC IM 974 p = ^ j S20'39'01'E 0. '\\ O 29„ 14 C 7 R C RIM 973.72 - P N:\Projects\O9033T\P5180052.JPG 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 .956 00 Orono for the benefit of the in �s� RGD public _� = 973.49 s7 -s7 Q (F WS ORTH and to the West 199 feet of Street or 9,�- 4cr _ _ o 5" GINGKO T1s -15 m �2 rn I Q ` 88,40 01 '- Road lying North 10, of Lot �� 16' a_4�_ " S 4 E Rearrangement of Orono Point as 9 N RTH E 96S X0.79' nmi GARAGE p� w $S GARAGE 974.44 FLOOR >K W 6� a platted November 5th, 1903 and filed OF OT 1 13 CA y' S 4 FLOOR 974-B2 S w " 10•e e7 DOCK ON TANAGER LAKE 971.40 9 4 for record in the office of the Register 1 PP SP _ - s72• ., FIRST FLOOR 974.50 974'78 - q4 4 o t FO D 2"• CA 6 AC 974.30 0 974 6 of Deeds of Hennepin County, Minnesota "-cA s = v, 14.04' ELEV= 975.30 o s74.4a o (Q o 9SF IRON PI 12'•CA 64 _ UNITS � M 27.62' b on November 20 1903 in Book 12 of a 7Z" N F 19 7 0.80 I_ N THRESHOLD 2x.40 9"• M ow N GARAGE N z w 32 MP ELEV= 973.79 1100 MILLSTON ROAD Plats, page 512; (As to all of above 13' S N m U rn AREA= in 2 W 2"• C 17"' C GM "' 570 SQ- FT. ° W J O land except Lots 1 and 3 Block 1, �m \ 2" -CA �- 3275' BAY BUILDING FOOTPRINT - 0 12°• C ___0 fl 0 4. WP rn G 2.67 ,MNDOW 25.28' op 27.65' u Outlot A and an undivided 1/2 interest ILL 1 a 0s <J �� p 971.26 AREA= 6,202 54. FT. o E O -- 97.9 973.98 .?- _ a cn EM - ------- '- - - --- AS-�iET- -- --_-_. - --- - _ - ----- - - - 0- w 11 P Vj CA 12' - CA _ I 7„' 673 1 N i3.2T @7.51 RIM 974.88 �p�_ _RAIN�T� 9T3 18'1 HB PLAY SET LOT AREA SUMMARY I 6' A __ o RIM 975.D5 p H 1 "• CA 1 "•ca I o 6� DECK SOGp� Q S 2 WP -- _Iw 2 CB ❑" ASH g� DRAIN 17 8" kB I LOT 1, BLOCK 03 B„ 2 " WP =_ " _- I 2.38 T RIM 74. RgIN `rF I 1, MILLSTON Z p IN 96 48 DRAIN BRICK 6' HB HB 1Ld $ =94,043 SQ. FT OR 2.1589 ACRES 7 P MAESTR Is ® IM 97 �' 9 e IM 97 .09 0 ANG 14" ELM LOT 3, BLOCK 1, MILLSTON ! _ �s p 19" P 973.0 ? J I (AREA OF LOT TO SURVEY LINE) a `�� - _ - - 29" WP 1 8" RP a POOL 18"•LC Ir I 313V Ln =90,495 SQ. FT. OR 2.0775 ACRES I c' Q 1 LD LEGEND 8"•HB di m (AREA FROM SURVEY LINE TO O.H.W.) I Trq 55.32 956.69 _ 8" RP 972.67 972.86 Z ` I 5 �I Z =1,090 SQ. FT OR 0-0250 ACRES 20' /TOTAL AREA OF LOT 3 1 9 24.27 GARAGE FLOG = 21" SP 97272 F- ooa -936- EXISTING CONTOUR LINE l ) R ELEV. 957.05 I ". H I =91,585 SQ. FT OR 2.1025 ACRES I 8 D DRI AY g71 ' x937.33 EXISTING SPOT ELEVATION N BITUMINOUS OZ C? 0 9 19" 7" 1 BR 19 SH C 15",14 B U i w MH MANHOLE LOT 4, BLOCK 1, MILLSTON �� z 227 1 5 1 c W� 0 I J a (AREA OF LOT TO SURVEY LINE) a"• o < . 13 BR � � TR TELEPHONE RISER O � W F- B 19 m 1••� =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 (AREA FROM SURVEY LINE TO O.H.W,) J z n _ 9 25" ASH W w =2,113 SQ. FT OR 0.0485 ACRES 9As aN 1 B ti. W >> 10" BR o ET ELECTRIC TRANSFORMER z �I� d 9Sj (TOTAL AREA OF LOT 4) Loo = STONE 969 Ld 2;M I N `` =1 D3,696 SQ. FT OR 2.3805 ACRES v o a T HOLD - 11" BR WALLS 22" ASH EM ❑e ELECTRIC METER a� V. 958,46 9 1D' SP 1 2 WP Q m P TP E L. 2656 LOT 5, BLOCK 1, MILLSTON EL V. 4s,s 956.55 2" HB I GM © GAS METER c 968 =246,D51 SQ- FT. OR 5.6486 ACRES 2 A 95'7 1 M .96i _�4_QO EAST L E I ® AIR CONDITIONER N s5s 12 SP 2 WP 16" BR LOT 1 HB P1��(}-�T!` 9OF OUTLOT A, MILLSTON i Shp I MBD MAIL BOX $ - 18 e� ( (AREA OF LOT TO O,H.W.) 13" SP 9 =2,497 SQ. FT. OR 0.0573 ACRES I 959 27' ASH 14" HB I - UE- UNDERGROUND ELECTRIC SS ^ 15" BR 4" HB I 112,. O..• Z WP OUTLOT o �� 10" SP w 9SS 3",10 IHB - UT - UNDERGROUND TELEPHONE B, MILLSTON (AREA OF LOT TO O.H.W.) I 4" WP � N 966 - G - UNDERGROUND GAS � ONE 1 „- ,,, �9 = 950 SQ, FT. OR 0.0218 ACRES I s Ur 15" SP WA -HB I - ST - STORM SEWER LO ' SP I � t o +� o OUTLOT C, MILLSTON I �s� � - OH - OVERHEAD UTILITY LINES I g M z ��� 966 11" SP 10" ASH =36,556 SQ. FT. OR 0.8392 ACRES I s CB C) CATCH BASIN " HB TOTAL AREA OF SUBJECT PROPERTY s 11" SP 121 5 -A 9 ! LP 0 LIGHT POLE I T' 9s�, _ 1 s B" H 4 (LOTS 1, 3, 4 & 5, OUTLOTS A, B, C) 1 P ( PP POWER POLE =575,378 SQ. FT. OR 13.2089 ACRES I 3" s 2'I SP �� �..� M _ 9g 12 12" SP 9"'9' 9S, 10 0,0 S { 0 3 DENOTES DIMENSION i (M) URING THE DTHIS 6" 962 1 HB I COURSE OFMEASURED O 13"S 7"S 14'8 SURVEY �1 sr0 DENOTES RECORD HARD COVER SUMMARY � 9 S iD P _IO c 367 I 4 A 6, 9� (/) 7 s (R) DIMENSION AS PER PLAT OR LEGAL DESCRIPTION THESE BY TO H 1 " A 8 SP " , AREAS ARE GROUPED VICINITY SP x956.16 960 W � " 5 " SP x656.62 17" ASH I SET � s HB - - sP • MONUMENT MARKEDDENOTES EXISTING STRUCTURES SHOWN HEREON. 15" SP 18 , B w �idl 9 0" 5 c I "KEMPER 18407" AREA NEAR PRIMARY RESIDENCE (1100 MILLSTON) N 8', T 3 A 1 A F> 1 H 959 ( -931- 500 -YEAR FLOOD LINE AREA OF RESIDENCE= 6,202 SQ. FT. o R 11 SP 71 (AS PER F, E.M. A.) '� E 12 P 958- AREA OF DETACHED GARAGE= 570 SQ. FT. co x955.69 58 L THE o 12" RC c '939 6 AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, O Z s AREA�" AND OTHER CONCRETE OR STONE SURFACES 12" sP 657 I = 20,135 SQ_ FT. Z T L E 2 ' WP 4" WP X956.29 OF T 1 4" D 956 ,15', TOTAL AREA= 26,907 SQ. FT. I 48 ELM ol I AD NC OAC 0 TS E 01 AREA NEAR TENNIS COURT 933 0 DE NA DRI T- F WA WEST LINE 955 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 I AREA OF BRICK WALLS= 473 SQ. FT, i = A 4 AREA OF WOOD PLATFORM= 644 SQ. FT. u' S" TOTAL AREA= 8,594 SQ. FT. I = 9s� X956.62 953 I HB - HACKBERRY I L o 27' OAK 952 2" H I SP - SPRUCE AREA NEAR MAINTENANCE GARAGE I �� N 951 I RC - RED CEDAR AREA OF GARAGE= 2,157 SQ. FT. 9�S x956.74 - _ --�`g5o 1 I AREA OF CONCRETE- RAMP --201 SQ. --FT. _ 13 MP 9 26, _ �� �� - 949 I SCP - SCOTCH PINE AREA OF CONCRETE APRONS= 195 SQ. FT. o _ 1 6"• cT TOTAL AREA= 2,553 SQ. FT. I x� 4" s = 0'00"(R) 948 1 ! WP - WHITE PINE PP � R- 10 C 34 RP - RED PINE AREA NEAR 1125 MILLSTON HOUSE I � " °AK"• B X931.63 - 1 63'(R AREA OF HOUSE= 1,726 SQ. FT. I 18" CMP d" P _ 946 r I LU LD - LINDEN AREA OF PAVER PATIO= 234 SQ. FT. I INV 929.67 9s� �s 13" 21" AK 10" RP 17" ! J 12",12" 945 MP - MAPLE AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ- FT. 12 + Ir TOTAL AREA= 3,308 SQ. FT. oy N E: OU OT IS JECT T A P A =- _944- + � w CA - CRAB APPLE X231.4 xs3t5a RAD Y E SEM TAN PURL ROAZ 1 A U TTY ASE T FO E BE FIT 72 HB `C } AREA OF MILLSTON ROAD/DRIVEWAY BT - BUCKTHORN I OF LOTS 1, 213, 4 5, BL O 1, MIL STO _ _ 0 943 " I Q `r AREA OF MILLSTON ROAD AND DRIVEWAY As ER SOL ION N 1053 (D UME 74" HB I- o� '' . 0" 9' LD 1 o BR - BIRCH {{ NO 2 TO PRIMARY RESIDENCE= 17,674 SQ. FT. 1 NU ER 1 5896 A RES ON A ROVI = _ Z M PIP 4' WP r THE LAT MILLS K 942 t 1 WP4' ASH tY BX - BOXELDER X931-55 X931.715" TOTAL HARDCOVER ON SUBJECT PROPERTY 0 ,En rq z y �= 0.0 00 \ 1D" R IOW I CT COFFEE TREE 26,907+8,594+2,553+3,308+17,674 C g41 - = 59,036 SQ. FT. ' - 1 0. (R) - OAK SCP CEDE 9A0 14" 4 HB• !m o WL - WILLOW OR 115 C x93, -7a L= 20 .44 R) _ _ " "SCP E f .+ z-16 LLI0 AP - APPLE TREE TOTAL AREA OF SUBJECT PROPERTY P CEDARS 1 " H l� 3 O AREA TO O.H.W.=575,378 SQ. FT. _ Oa o 3g - - � BE - BUCKEYE IRON PI SPS PERCENTAGE OF HARDCOVER S56.09'27" 69' 1 CEDARS MB - RUSSIAN MULBERRY 59,036/575,378= 0.1026 (XiOO)= 10.26% �� s He 935 I 2' SP yy " 12' LC - LOCUST •ELM o, _ 10" EL 0--8„ C ' 42". FO D 1/2" OF L 1OU T 1 » __ 14' RC ©R= 75.00 R 937 11".9"I 1D" SP 11 " HB FOUND 1/2" N PIPE ' ND 1/2- - / S 877 W frR) 12" MP 933 7 H6 1.00 R " �= 470 (R) IRON PIPE S34'13' _ - 23 - IRON (R} - S46'06'17'E 0.60' S $%'44 24 - - - 29_18 (R) ` 835'29'42"E 6 ' SOUTH LINE 5" SP R) OUND 1/2" 12" 8" HB 2" HS _ _�_ 939 = 50-04' E c C 7� R 16' MP OF LOT 5 0� PREPARED FOR: p 7J'g334 �R y!T , 938 LP \ IRON PIPE E 0.74' _ 6" SP 8' HB TR UT EM RIM 934- 6' SP PP U ROdNEY BURWELL -�- � - - 935 - - » aZ7 INV 932.89 S " 13" HB i ' - O U - �- UT 6" HB _ _ _ _ _ _ _ _ 36 1100 MILLSTON ROAD pH OH - - _ _ , 935 �3 'SP 8 31 7 , 935 _ _ _ - = ' - Tom--- R- 1670.02' _ 6" WALNUT R - MB _ - - _- _ ORONO, MINNESOTA 55391 _ _ _ _ - _ _ _ - --- - d w 86 L� 328.39�(R) / 12" H KEVIN KEENAN, _- -_= BUCKTHOR165 c% LANDSCAPE ARCHITECT :. 9 1 :38'06 U 12" CA KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE - - = - m C) ' 12' CA 1 ELM 15" HB O O O9'31" SHORELINE--:--, ` ,3CB N 8115119 DR MINNETONKA BOULEVARD _ V T=RIM 335.15 - - �y MINNETONKA, MINNESOTA 55345 = 1 2" -o O CD - - - _ vu INV 932.45_ _S U (R) 936 -FOUND - UT _ PHONE: 952-475-1229 = - _-IRON PIPE 1/2":--- ( r� 80' , _ __ _ _ Ijl _ Z » N22".30'i5"E 1..95'- }�'`�p6 y�j UE UT FOUND 1/2' I R ry - - . � �`�Ut; IRON PIPE 1604 02' � O 29. %3 _ CELL: 952-328-2560 - �F2} UT T 10 A H 2 Ag ASH 35 - - ARCHITECT: 9 1 _- 35 ti C8= _ 3: , AIA -- --934 H B L _ 4.40-_= _ TIOD _ S 0 INV r ,� CHOICE CO 931.40 S CHOICE WOOD COMPANY X934 - • � V 8p•59 36" 7 BT - - - - -•: - _ '-. '� - 3310 GORHAM AVENUE SOUTH � E . ST. LOUIS PARK, MINNESOTA 5542fi _ 9' ASH 10" ASH 12" AS = _ 14" ASH PHONE: 952-924-0043 J/ 10" ASH 15 ELM 14" ELM 935 - _ FOUND 1 2"----.'-- 12" ASH 11 ASH =- _ - -_ - - / _ f8.4' 14",13' LD 12" ASH 3 29, -_IRON PIPE Q FAX 952-924-0269 12•'•9• LD 12" LD _ '" _ _ � o_ _ CERTIFICATION 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, (O,H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 OUTLOT A 15" CMP 10" ELM _ O OR REPORT -o-__ _ WAS PREPARED BY ME OR g„ ELM _ ' INV 930.32 8" PVC 934 (n UNDER MY DIRECT SUPERVISION AND THAT _ �j (� �T �T �j ®�T �� (SMITH�� INV 931.22 94" ASH 933 I R A DULY LICENSED PROFESSIONAL LAND \ �1JI_j jdJL 1 �I1 �I J�j1 � SURVEYOR UNDER THE LAWS OF THE STATE LAKE 12" ASH 15" CMP 31 OF MINNESOTA. LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12,12',8" ELM 14' ASH ORDINARY HIGH WATER ELEV. INV 930.15 1313",12" ASH HIGHEST RECORDED: 93D.52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 12" ASH 110.3' C"' E R T I 1L I u A T E OF SURVEY LAASTS EAD NG. 928.8RECRDED:921.78 2/16/1937) FEET (1 (05/07/2009) 937) OU TL O T B 12" MP MARK D. KEMPER, PLS 18407 ORDINARY HIGH WATER ELEVATION: 929-4 FEET 09033 (09033T.DWG) ELEVATION DATUM- NGVD 1929 DATED THIS DAY OF , Z009 KEMPER & ASSOCIATES, INC. Co