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HomeMy WebLinkAbout2008 Certificate of SurveyFOUND 1/2" L=16.70 � p ASSOCIATES KEMPER VCS MINNEAPOLIS GAS COMPANY EASEMENT OVER LOT 11 (BOHNS POINT ROAD) IRON PIPE 20' UNDER ROUND UTILITY �� �' V.=955.40 R=12.00 721 OLD HIGHWAY 8 N.W. EASEMENT (DOC. NOS. 854762 & 862120) �b' •ti ,cy� 9 .24 O. O 954 -- /i ^ .0 4� `'� �` D=79'44'08" C=15.38 THE HONOUf RESIDENCE NEW BRIGHTON,6516311N0350TA 55112 FOUND _ 00 PK NAIL poi 14j-117-2 pANKEY 4 vQ'//�� VL A? " C.BRG.=S 22'19'53" 0 15 30 FAX 651-631-8805 ELEV.=951.51 �1 - PID ER:pLDY 7 _ _ _ _ _ 951.57 952: \ 6.2.15 �/ SSMH' .��QQ 4 1 INCH EQUALS 30 FEET 6"&12" ELM .' ;" SEWER ITARY R R, 137& RIM 9 931' i �O ? / B S2 1'720 & 1"725 BOCHNS POINT ROAD 8" ELM \ 95'O5'G. ^0 C 6.50FC� �% 3b+, O 2 -7 BASIS HENNEPIN COUNTY WEST HALF OF SEC. 16 EAST HALF OF SEC. 17 / O �' _P__ : 15" ELM 8c SS IN OF,; _ :., C�5 .�6, „� // ' �U.: " h `.::.: : [ S �:9 q COORDINATE SYSTEM T117N, R23W �A � ^' 12" HACKBERRY 953.16 C• -COM ENC T \ e / �� g 57 S 7g 15 ; S "STATUE V ��?6 9• S 59 �q�F (OocO 957. 02 958. cgpgcT�l pFs CITY OF ORONO, HENNEPIN O COUNT MINNESOTA (VEA REAL TIME GPS 16" SPRUCE 3.61 �/ Jr8» 957 .19 ` [ �23 0002 cam$/�' E t NgSF' J 2 FF 00 /O 0T 2 23-22- ROSS _ [ooR `PID HENNEPINICO COUNTY MONUMENTS UTILIZING • S 5 RIM 1" �� !� 1 MAIN �P V' �y z, sF'Nl.' °� - � FFAF 629 ': "yam.'.. `V \ F[Fi.gs 5:117 Q� &ANGELA is 0`NNER S C MINNESOTA DE P AR TME NT OF TRANSPORTATION ,. s ' F Lam' 56 ,� �O p J�OF 0 lq (SEE LEGAL DESCRIPTIONS BELOW) VRS NETWORK) 1 D •�� I A Ek4 N 955.07 EDG OF Sp�F. '^J y gyp' OLIN 1" 956.+/ / BI MINOU ' /6.37 958.1 SB BASIS FOR ELEVATION: $r ''.�' } 7 M+� 14" SPRUCE �'o _ 5 � i- 958.1 �. Gj ELE .- �� O ( 1 f ' 59.78 ,�Iiyj _(D�'vF � \.. 79 p 960 D[/ c . ' . , 958.59 DIVIDING LINE NAVD 88 VIA REAL TIME GPS 957.65 8.02 FOUN 2" O M [/S ' Dip l N cqs BETWEEN LOTS 2 & 3 �-� - MEASUREMENTS UTILIZING LI F s T / w �n o \ 14" ELM rn co • " IR PIPE 8" CRAB V.= O �F C .961 hqy �088oMpq ' -959.93 - `V� - - MINNESOTA DEPARTMENT OF TRANSPORTATION Y/ T F i 1 .3t , RUE 957.59 6� 2 g - VRS NETWORK) 1t, } + g5 55 957.74 62 0 95 .80 OLIN 1/2" 9 gg3 I P A 9. A 62 0.15 ..�� - CONTOUR INTERVAL=1 FOOT ' I"* LT N G 35$ 958.92 16" RU 58.86 9 0.13 E 0. / 4 J ' P \ cow 959 g" RA 958.94 T g6A 965 "MAPLE (R o i 6 1 T G 996 �' . » V so.6.. \ 9 �g W 6 1 O 79 • , \ o APLE 62 966 MDI G U 28 MAPLE B TWE j8 .8�j $•6`J I 96 3965 I / SEEP 96� 20 M�P LOA 4 P I Mi III/ rk- `" �. N A / AP 961 �/ ERON 68 96k i �5 9 969 GLE IN - VIDIN UN ` IRON PIPE2" 61.78 ELEV.=960.71 ' r� y L �� 961.12 R B 961.26 965 6" B IF 1p -12 C31 g 28 PLE CK R N N 89.39'15" W 0.44 I ci- 6 61.63 2 LEGAL DESCRIPTIONS - * p�g P C B / STUNE OF o • 24" ° APLE 30 APLE 9S �s� - - _�. EAST uNE of THE , �. WESTERLY 1720 BOHNS POINT ROAD " s r • ID g s2 SEC / a, T 7N, oN r7, 9 67 R23W 30" MAPLE ° II 20 FEET OF LOT 3 FLOOR PID 16-117-23-22-0004 4 9 9 ° ASTERLY g 9 S9 ��' a� ELEV.= I .0 ui 949.8 CERTIFICATE OF TITLE NO. 1215993 Lot 3, Auditor's Subdivision No. 349 Hennepin County, Minn, except that part # LOT 5 ONW OD a� 331 I thereof described as follows: Commencing at the point of intersection of the •*. #�,,�,� ;' ti 6y 6" AS WESTERLY 9�, E OF (� m�I I I Southeasterly line of Lot 11 in said Auditor's Subdivision No. 349 and the •ie�4s atrriw 1 �v i / 00 �i�o 963.47 APP ocO % LO p06 22- 972.74 I dividing line between Lots 3 and 4 in said subdivision; thence Southeasterly along the dividing line between said Lots 3 and 4 a distance 114.85 feet �J y •+` see - . •, 4 ,� °°�Gr "CRAB 3.27 250' OM OHW� 117 3� GAZE60 a 4 0 t of .I' • +! Y APPLE 16 P # 4" I o�' ' to the angle point in said dividing line, said point being the actual point of �.y I 250' FROM OHW - . ► 3 .52 ADJACENT RESIDENCE #1700 beginning of the tract of land to be described; thence Southerly along the 966-9 e> o� W dividing line between said Lots 3 and 4 a distance of 130 feet; thence VICINITY MAP ; 6" CR B 963.61 0L ss5 97 1 I o- . W P�. „ East deflecting to the left at an angle of 90 degrees, 14 minutes to the 9 9 9 / NO SCALE p� '�ey ( ) _ APPL 964 °��' ` WE uN of " --.__ II 97 _ I ' z9:. 0>"? o D� cfl o J I wwo ' shore of Lake Minnetonka; thence Northerly along shore of said lake 160 dividingfeet 2 and 3 in Ithe sbetween ve° // j� t 963.69 SEC N' 13W ULDER QD p1D 6_C1A7, '23- NS003 w :- 31 9 subdivision;othencetWe terlyalong dividing line said Lots 2 EASTERLY 1 LINE OF LPf?1 963.45 M 6"&9" R, p DECIDUOU If - FO TPRINT AREA -457 SQ. F . �� 964 3 FL R ELEV.=964.6 g63 966 �- G IOWA PUMP NirD N� : x960.59 pWNER FOUND 1/ C' �I IRON PIPE , I and 3 to the angle point in IOSt said dividing line; thence continuing Westerly in a straight line to the actual point of beginning; except the LOT 6 % -t " 0� 963.37 I H rn 9 7.05 S o 2578 HANDLE g 11 .71 I (RLS 127 ,p KEYSTONE -TYPE �. 4 1_ � SS d'i - 955.46 RETAINING WALL ESV'=9 s ? ' ��195�.29 9� ---- Westerly 20 feet thereof, said 20 feet being measured at right angles to the dividing line between said Lots 3 and 4, and / I 963.6 964.34 GARAGE `° 964.37 LL ' )m FOU 172" N 8.1 5 o m i9s v � M-"- /64o An undivided 1 18 interest in and to: 4" PR C -0 / 963.56 964.73 25.91 p moo, FOUND 1/2" q, 964.11 ON PIPE % =- -= IRON PRE 60 `rm `sem rn `�° °0'95483 °j� 952 9 . 8 m . _ . ELEV.=9 .88 96 . 7 ":: Lots 10 and 11, Auditor's Subdivision No. 349 Hennepin County, Minn. 71j/ T �O l 963.46 SCULPTURE 11 964.25 964.52 UPPER NL 16.47'40" E 0.48 - - 0) ! 4 3 -" �P °' 05- - 44 Le' 90.00' " (M a -160 a 9576 ��- w 5� I 1725 BOHNS POINT ROAD / �� " SPRUo_ 963.61 -1 963 994.79 �L 96.82 a a, 90 (R f 63J0 10' SIDE SETBA K rn SHORELINE i h o )C ARBOR 963.9 g6k 96418 2811 \ 964.66 �p crcn �, y 379 0- G Tt7-/-77/- 958.16 _ .3,78. 36.03 ,� SURVE 14" HAC RY G mG o N CONC. �4 LINE 1 (04/26/2008) + PID 16-117-23-22-0006 CERTIFICATE OF TITLE NO. 1206659 •� `D 962.5 962.59 964.15 °6� 36" M L 963 N GARAGE FLOOR r 43I rn Par 1: Lots 4 and 5, Auditor's Subdivision No. 349, Hennepin County, Minn. AD �sf N 0 6`) ELEV.=959.44 g � �pSpFiVT �/ N w 10994 ' M N 96 .65 1 30.93 4.97 957.90 �Op�S/oFH Z co � 96 .03 963.87 0 I 964.24 967 ;�-- 0.01 °' STONE 749 �ri 12.65 ORDINARY HIGH WATER Par 2: An undivided 2/9 interest in and to: Fl y F 5.10 / co W CU ��E 964.83 963.72 6 I _ _ _ 959.53. -_. , - C8. ' RETAINING ^ m s . : ® (� WALL LEVEL=929.4 Lots 10 and 11, Auditor's Subdivision No. 349, Hennepin County, Minn. #i Q SQ4SS °° / o 0 904 >7 31. 64.86 \ 9rO ORCH w`° 25.36 0 �n LO 962.43 rn-::..:. :,: _ ° .... _ _:RIM 959.15 ' :: a, O e INV N.E. 957.85" Q� 33 BA WINDOW J concmi+ :_- ". ' 4S 9 rn / w % o a 963.68 29 962.90 M o ai 3 0 2.01 ro ci sr a w 963.29 965 960.86 :, . :...._r. H: " ' 959.26 CANTILEVER �l rn N Mi :.. - :. 0 z OUS . -rn. ".- :.. ._" ;:....' ..:.. .. _ . to ` 959.75 o WATER ELEVATION= 929.4 (04/26/2008) 54.30 °' ,i 433 °' f 173 4! M 17.26 1 , �i 9.90 0.67 ro F7R 5 crrn E ST B4H v !1 cb � k� EIEy 9&QTR NS n Q4 1_ ct 961.26 �'� �N �-� c� 9gh o w o 0 c965.t9 g3 962.9 9 ^ 2 " WA BRICK WALLS. ` y d 5 � � r /' ..:._:.:..;,`.: -.". w ci•t cn L'Fg ND PILLARS, n f--� cn 0 957.9 qy...- :.•- .. Z d 56.57 9 ,,6:; : ,: _ LANDSCAPE w - :959.3 959.26 g 36" 4 / .•'.90 s o ELev.It?ST picaOR M S2 STOt� %ROAD 15 .89, ow 29.02 G c C% 962.92 FENKE 962 OOL I o _ A6 10' SIDE t z: 0UX . 0.3 MAP CO CRETE4 ISL:j9,.`y.: Q. r X957.6 4 ... ' : .;:,TONE AREA SUMMARY " 961 CO BU1LUi�� ES/ pONRY�FR�ME 965.51 9 .38 ENCS y6 E P. 1 g6 SETBACK ��° :......:,.9.53 ;- - 0 ,., '." .' . _ = w 6.60 BRICK WALLS = I / M NG 9 ,0 31. FOO 77 �R 7 N o 96 . `06 AREq_6 2.97 I m - - : :-- 0 a STEP -.AND-PILLARS--:::-•_`':; cnY 5 4 - p 959.67 z 81.8 1720 BOHNS POINT ROAD PROPERTY = ±69,502 SQ. FT. OR 11.60 ACRES a5g \�\\ S> 962.72 x __, 96 9sn.ar _ _0" CdA _b PORC o 9S8 L 962.57 f I \ 0 ,li __ 1�7 N e SQ F7- 65.44 STONE 20. 65.4 965. t 56 RETAINING 20.2 65 963.70 WALL p v 64.97 992, 960 6" SPRU _-_\\� M 959 D 959.51 95 . Z 3 s _� 4.10 60. rn _ p S 233 > 9 1 O o - 957.32 WE T UNE ^o " M 0 h�O 1 30 00 54.34 M m ul w TONE i j O I (TO ORDINARY HIGH WATER LINE) PORTION WITHIN 75 FEET OF ORDINARY HIGH WATER LINE _ ±37,979 SQ. FT. 963.52 eco 9SS 956 0 a 13 24 0 5.6 0 �% 963.56 0 OA 58 LOT �' o FIRST FLOOR �i w ^ RETAINI � I 952 553 962.43 96 .63 965.5647 963.56 63.55 V 62.,1 d 0 --'i ELEV.=960.70 0 co WALLS o - 955. BOAT HOUSE FOOTPRINT = 73 SQ. FT. ,p cy, FOUND 3/4" o IRON PIPE 9S� ELEV.=945.23 , '1 g 10 \ g 62 l l n 963.60 STONE ^ Q ' 63.58 OU LRE LININ 959. N -GR ND POOL 63.13 0'` OF LOT 4 4 I 95 p 7.41 957.5 fD B z -, o r� - 0 w rn M 955 �•"Co 1- y FIRST FLOOR o n- w w ELEV.=951.64 II 956 0 0 w 41,10 r w c 3. 9$5 - w e w n 15.87 9 ' o �-� 951.69 B6.7 �* 32.72 W , m ^ REAR CONCRETE PATIO = 230 SQ. FT. REAR STONE WALLS &STEPS = 268 SQ. FT. REAR CONCRETE WALL = 65 SQ. FT. 00 FO PEA 1" CHARA C 7S 961 ° gy5 954 954 951.955-51 951.58 BOAT HOUSE CONCRETE WALK = 57 SQ. FT. LE ON 96 E ATUES _` 959 58.70x 962.01 .30 -/ u 951.62 1g 953 N o,`O MAIN LEVEL SCREEN I 4 953.06 CONC ETE j�� TOTAL IMPERVIOUS SURFACE AREA = 693 SQ. FT. (1.8% OF PROPERTY AREA) 12" HACKBERRY 9A E V.=94 0 SUR 95`958 962.34 962 952.63 45 PORCH CANTILEVER 4 PERGOLA 953 0 APL 9 9 9 " MA ¢6 4> NE 956 STON 959.60 958.86 y. g52 P00 95144 95,.4 I 951.14 951.36 952.44 y2 951 g =m I PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY HIGH WATER LINE = ±30,362 SQ. FT. - _ co 955 R S@ 9S9 50.97 D 94S - 9Ri4 0.45 N %9 ^� 954- ' -�_ 6- " 957- , _ 95 3 12" C B W gg1 IN -GROUND P OL �--- r�� rn L/ 1 -c I W I HOUSE FOOTPRINT = 4,491 SQ. FT. LE 0 0 953 956 , �55 APLE c`Oi X - 950 349 ?o !� BITUMINOUS DRIVEWAY = 6,082 SQ. FT. 9 N o0 30" �` ci VC 953 954 � .___-_-949 949 o' -0 0 !moi I BRICK WALLS & PILLARS = 80 SQ. FT. CONCRETE PADS, STOOPS, STEPS, PATIO & BOULDERS K OAK 952 M o 943.3 ° ^ ° 20" HACKBERR F INV 954.47 g52 VC _ IN 951 51.41 1 91 z 948 g47 5 BER Y 947 950 3 1_�i l �.1 j..� POOLDECK = 2,356 SQ. FT. POOL = 824 SQ. FT. _ pF 1 -� 1l�" H CKBERRY 950 3� -� O � 95 Hp gTpf 95 _ 95 946 EL x344 � STONE WALLS - 73 SQ. FT. _949-__g48 _ 9i45 3 „ 0 I REAR BRICK PATIO = 252 SQ. FT. SHORELINE 3 (04/26/2008) \� �` VEY 12" U! 943 9'w 9 - 9 TOTAL IMPERVIOUS SURFACE AREA = 14,158 SQ. FT. (46.6% OF PROPERTY AREA) 6 g 943 341 0 w SE�ACI� PORTION BETWEEN 250 FEET & 500 FEET FROM ORDINARY HIGH WATER LINE = ±1,161 SQ. FT. \\� 935 27' „ 943 M 9AZ \'� LEGEND �� 940 9 g42 340 �� S., �p ' �� M BITUMINOUS DRIVEWAY = 719 SQ. FT. - -� 00 9 9 939 0 0 ' \ / rte' ' I TOTAL IMPERVIOUS SURFACE AREA = 719 SQ. FT. AREA) -965- EXISTING CONTOUR LINE ��- - �� 35 RET ,� h g 0 938 0� 9� SOULD (61.9% OF PROPERTY X963.29 EXISTING SPOT ELEVATION WATER ELEVATION= ��� 929.4 (04/26/2008) '� 1-- �, - 940 9q1 LL FOUND 1/2" I WA - I 937--� o��o , M I SSMH O SANITARY SEWER MANHOLE "�- `� 937 IRON PIPE " SPRUCE 9 53 I 1725 BOHNS POINT ROAD PROPERTY = ±123,387 SQ. FT. OR ±2.83 ACRES ce ® CATCH BASIN CO o CLEAN OUT ORDINARY HIGH WATER LEVEL=929.4 ''� L - --� '- --- !__ \ \ 935 SOD 936 14" S RUCE ' (TO ORDINARY HIGH WATER LINE) D fCK C` SURVEY �`,11 75 FEET OF ORDINARY HIGH WATER UNE _ LINE ±297404 ET ELECTRIC TRANSFORMER SO. TR TELEPHONE RISER 100 -YEAR FLOOD ELEVATION=931 ' DATUM PER FEMA MAP) `_ �� -� - N 82.48'5 VEY g� 36" OAK o WOOD DECK/BOAT HOUSE = 150 SQ. FT. 139 FT. LP 0 GAS LAMP POST ZONING REQUIREMENTS ORDINARY HIGH WATER ELEVATION=929.4 (NGVD 29 AS 93 _ LINE 1 j 1 WOOD STEPS = SQ. EM ❑Q ELECTRIC METER HIGHEST RECORDED ELEVATION=930.52 (09/07/2002) 100 -YEAR FLOOD ELEVATION=931.5 �� _--- "- 9jl 931.85 OULDER - TIMBER WALLS &STEPS = 37 SQ. FT. ZONED LR -16 -ONE-FAMILY LAKESHORE RESIDENTIAL DISTRICT SUBJECT TO SHORELAND OVERLAY DISTRICT LOWEST RECORDED ELEVATION=921.78 (12/16/1937) -�_� W 93 ( - _ `' CITY OF ORONO ZONING CODE - MINNEHAHA CREEK WATERSHED CRYSTAL BAY ��\� �" ' TOTAL IMPERVIOUS SURFACE AREA = 326 SQ. FT. (1.1% OF PROPERTY AREA) GM © GAS METER SUBJECT TO FLOODPLAIN MANAGEMENT ® AIR CONDITIONER MINIMUM LOT AREA - 1 ACRE (NGVD 29 DATUM AS PER MINNESOTA DEPARTMENT OF NATURAL RESOURCES "LAKE FINDER" WEBSITE) DISTRICT) REGULATORY FLOOD PROTECTION \ �� �� 933 934 "-'-- �� \`- �� �� 93 PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY HIGH WATER LINE = 164,925 SQ. FT. ELEVATION=932.5 LAKE MINNETONKA _� .03 �` MBD MAIL BOX MINIMUM LOT WIDTH - 140 FEET (CITY OF ORONO ZONING CODE) �� �` ' HOUSE FOOTPRINT = 6,197 SQ. FT. -G- GAS MAIN/SERVICE MAXIMUM LOT COVERAGE - 15% BY STRUCTURES '� �`\ IRON PIPFOUND E ELEV.=932.26 ' 932.46 ' GARAGE FOOTPRINT = 457 SQ. FT. BRICK DRIVEWAY = 6,262 SQ. FT. -UE- UNDERGROUND MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM ` �\� 932.26 R SQ. FST PATIOS, STEPS & POOL -SS- SANITARY SEWER ORDINARY HIGH WATER LEVEL) - 30% (250 FEET TO 500 FEET FROM -N _ ` : _ \ \ DEORCHE2,923 POOL = 682 SQ. FT. Q DENOTES DIMENSION ORDINARY HIGH WATER LEVEL) (M) MEASURED DURING THE ' e ' -� *='`' �- , . `� REAR CONCRETE PADS = 235 SQ. FT. COURSE OF THIS SURVEY MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET`'` DENOTES RECORD BUILDING SETBACKS: _- : -. \�\ \ = SQ. FT. STONE WALLS &PLANTERS 565 REAR STONE STEPS = 108 SQ. FT. DIMENSION AS PER {R) AUDITOR'S SUED. FRONT - 35 FEET NO. 349 SIDE - 10 FEET i9� ` TOTAL IMPERVIOUS SURFACE AREA = 17,429 SQ. FT. (26.8% OF PROPERTY AREA) ORDINARY HIGH WATER LEVEL - 75 FEET ( AS PER CITY OF ORONO ZONING CODE) Y _ \ 932. i PORTION BETWEEN 250 FEET & 500 FEET FROM ORDINARY HIGH WATER LINE = ±29,058 SQ. FT. %1r KE: NOTE: UNDERGROUND UTILITIES SHOWN ARE THOSE SHORELINE (04/26/2008) \\ BRICK DRIVEWAY = 1,720 SQ. FT. MARKED AS PART OF A GOPHER STATE ONE -CALL (TICKET NOS. 80058764 & 80058815), AND BY AVAILABLE UTILITY PLANS. NOT ALL UTILITIES WERE * , \\ ` BOULDER ` WALL STONE WALLS & PILLARS = 212 SQ. FT. TOTAL IMPERVIOUS SURFACE AREA = 1,932 SQ. FT. MARKED AS PART OF THE LOCATE REQUEST. UNDERGROUND TELEPHONE SERVICES WERE NOT FRONT ENTRANCE TO 1725 BOHNS POINT ROAD LAKESIDE OF 1725 BOHNS POINT ROAD FRONT ENTRANCE TO 1720 BOHNS POINT ROAD \ 932.04 ` (6.6% OF PROPERTY AREA) _ LL1i41) ` ' I'` 1i3i1 LOCATED AND ARE NOT SHOWN HEREON. FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN UNDERGROUND ELECTRIC SERVICE TO #1720 WAS NOT LOCATED AND IS NOT SHOWN HEREON. FLOOD ZONES "X" (AREAS DETERMINED TO BE; a T (Ssr�7^- OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) SANITARY SEWER SERVICE LOCATIONS ARE NOT " HAZARD ARA SUBJECT AND AE (SPECIAL FLOOD AREAS SUB E SHOWN HEREON. UNDERGROUND TELEPHONE LINES TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; 1 `4 a '' a� �\ '• ••... NEAR BOHNS POINT ROAD RIGHT OF WAY AND BASE FLOOD ELEVATIONS DETERMINED) ACCORDING WITHIN THE SHARED DRIVEWAY AREA, AS DEPICTED TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY \ -.' -- - ,-= PREPARED FOR ; r SCOTT & JAMIE HONOUR ON QWEST MAPS, WERE NOT LOCATED AND ARE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NOT SHOWN HEREON. NATURAL GAS LINES SERVING NUMBER 270530-0303 E DATED SEPTEMBER 2, THE LAMP POSTS ON THE PROPERTY ARE NOT "''`' _-I ;. . �`- , _,_- >° ORDINARY HIGH WATER A tticty4� 1466 BEINVENEDA AVENUE CERTIFICATION PACIFIC 2004, HENNEPIN COUNTY, MINNESOTA ,' - , �� _' LEVEL -929.4 PALISADES, CA 90272 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, SHOWN HEREON. IRRIGATION VALVES AND THE BASE FLOOD ELEVATION FOR LAKE. SPRINKLER HEADS ARE NOT SHOWN HEREON. MINNETONKA IS SHOWN TO BE 931. OWNER AND/OR ARCHITECT TO VERIFY ALL - - , slrE - .. -% z `T" K - � � 931. OR REPORT WAS PREPARED BY ME OR ARCHITECT: UNDER MY DIRECT SUPERVISION AND THAT UNDERGROUND UTILITY LOCATIONS THROUGH GOPHER STATE ONE -CALL (651-454-0002) PRIOR TO ANY EXCAVATION OR CONSTRUCTION. ' r„; • sz a \ t 1 LEFFERT TIGELAAR, AIA I AM A DULY LICENSED PROFESSIONAL LANE SURVEYOR UNDER THE LAWS OF THE STAT/E/ CHOICE WOOD COMPANY OF MINNESOTA. \\ / 1 3300 GORHAM AVENUE SOUTH ST. LOUIS PARK, MN 55426 -w \�� C T I C A�F O]F,SURVEY _ 952-924-0043 FAX 952-924-0269 MARK D. KEMPER, PLS 1840 �j NORTHEAST SIDE OF 1725 BOHNS POINT ROAD VIEW OF LAKE MINNETONKA FROM 1725 BOHNS POINT ROAD EAST SIDE OF 1720 BOHNS POINT ROAD DRIVEWAY ENTRANCE TO 1725 BOHNS POINT ROAD � yrs,. 1 -LX DATED THIS DAY OF 2008 08060 (08060.DWG) D.B. TODD HOLEN KEMPER & ASSOCIATES, INC. @