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HomeMy WebLinkAbout Plans1725 BOHNS POINT ROAD 18407 N:\Projects\18045\18045RR.dwg, 4/19/2018 1:06:35 PM 1725 BOHNS POINT ROAD 18407 N:\Projects\18045\18045RR.dwg, 4/19/2018 1:06:35 PM FOUND 1/2" L=16.70 p ASSOCIATESKEMPERVCS 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 RESIDENCENEWBRIGHTON, 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 COUNTYWESTHALFOFSEC. 16 EAST HALF OF SEC. 17 O ' _P__ : 15" ELM 8c SS IN OF,; _ :., C 5 .6, „ // ' U.: " hS :9 q COORDINATE SYSTEM T117N, R23W A 12" HACKBERRY 953.16 C• -COM ENC Te / g 57S7g15 S "STATUE V 6 9• S 59 q F OocO 957. 02 958. cgpgcT l pFs CITY OF ORONO, HENNEPINO COUNT MINNESOTA ( VEA REAL TIME GPS 16" SPRUCE 3.61 Jr8» 957 .19 ` [ 23 0002 cam$/' E t NgSF' J 2 FF 00 /O 0T 2 23-22- ROSS ooR `PID HENNEPINICOCOUNTY MONUMENTS UTILIZING S 5 RIM 1" ! 1 MAIN P V' y z, sF'Nl.' ° - FFAF 629 ': "yam.'.. ` V \ F[ Fi.gs 5: 117 Q & ANGELA is 0`NNER SC MINNESOTA DE P AR TME NT OF TRANSPORTATION s ' F Lam' 56 O p J OF 0 lq SEE LEGAL DESCRIPTIONS BELOW) VRS NETWORK) 1 D I A Ek4 N 955.07 EDG OF Sp F. '^J y gyp' OLIN 1" 956.+/ / BI MINOU 6.37 958.1 SB BASIS FOR ELEVATION: r ''.' } 7 M+ 14" SPRUCE ' o _ 5 i- 958.1Gj ELE .- O ( 1 f ' 59.78 Iiyj _(D'vF \.. 79 p960D[/ c . ' . 958.59 DIVIDING LINE NAVD 88 VIA REAL TIME GPS 957.65 8.02 FOUN 2" O M [/S Dip l N cqs BETWEEN LOTS 2 & 3 - - MEASUREMENTS UTILIZINGLI F sT w n o14" ELM rn co IR PIPE 8" CRAB V.= OF C 961 hqy 088oMpq ' 959.93 V - - MINNESOTA DEPARTMENT OF TRANSPORTATION Y/ T F i1 3tRUE 957.59 6 2 g VRS NETWORK) 1t, } + g5 55 957.74 62 0 95 .80 OLIN 1/2" 9 gg3 I P A 9. A 62 0.15 .. - CONTOUR INTERVAL=1 FOOT I"* LT N G 35$ 958.92 16" RU 58.86 9 0.13 E 0. 4 J P cow 959 g" RA 958.94 T g6A 965 "MAPLE (Roi 6 1 T G 996 Vso.6.. \ 9 g W 6 1 O79 o APLE 62 966 MDI G U 28 MAPLE B TWE j8 .8 j 6`J I963965I / SEEP 96 20 M P LOA 4 PIMi 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 C31g 28 PLE CK R N N 89.39'15" W 0.44 I ci- 6 61.63 2 LEGAL DESCRIPTIONS pg P C B STUNE OF o • 24" APLE 30 APLE 9S s - - EAST uNE of THE , WESTERLY 1720 BOHNS POINT ROAD s r • ID gs2 SEC a, T 7N, oN r7, 967 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.= I0ui 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 II I Southeasterly line of Lot 11 in said Auditor's Subdivision No. 349 and the ie 4s atrriw 1 v i / 00 io 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 feetJ 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 966-9e> 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- . WP. „ East deflecting to the left at an angle of 90 degrees, 14 minutes to the999 NO SCALE p ' ey APPL 964 WE uN of " --.__ II97 _ I ' z9:. 0>"? o D cfl o JIwwo shore of Lake Minnetonka; thence Northerly along shore of said lake 160 dividingfeet2and3inIthesbetweenve° // j t 963.69 SECN' 13W ULDER QD p1D 6_C1A7, '23- NS003 w319 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/ TOl 963.46 SCULPTURE11 964.25 964.52 UPPER NL 16.47'40" E 0.48 0) ! 4 3P °' 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 962.5962.59 964.15 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.=959.44g 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: FlyF 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 LO962.43 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 302.01 ro ci sr a w963.29 965 960.86 :, . :...._r. H: " ' 959.26 CANTILEVER l rn NMi :.. - :. 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 Q41_ 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 cnL'Fg ND PILLARS, n f-- cn 0 957.9qy...- :.•- .. Z d 56.579 ,,6:; : ,: _ LANDSCAPE w - 959.3 959.26 g 36" 490 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 4TONE AREA SUMMARY 961 CO BU1LUi ES/ pONRY FR ME 965.51 9 .38 ENCS y6EP. 1 g6 SETBACK ° :......:,.9.53 ;- 0 ,., '." .' . _ = w 6.60 BRICK WALLS = IMNG9 ,031. FOO77 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 li17N eSQF7- 65.44 STONE 20. 65.4 965. t56 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 hO 1 30 00 54.34 M m ul w TONE i j OI 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 OA58LOT ' o FIRST FLOOR i w ^ RETAINI I952553962.43 96 .63 965. 5647 963.56 63.55 V 62.,1 d 0 --'iELEV.=960.70 0 co WALLSo - 955. BOAT HOUSE FOOTPRINT = 73 SQ. FT. pcy, FOUND 3/4" o IRON PIPE 9S ELEV.=945.23 , '1 g 10 g62 l l n 963.60 STONE ^ Q 63.58 OULRE 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 955Co1- 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 wn15.87 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 961 954 954 951.955-51 951.58 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 4 953.06CONCETE 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 959.60958.86 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 WI 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 5BERY94795031_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 0wSEACI 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 WAI 937-- o o , M ISSMHOSANITARYSEWERMANHOLE937 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) DfCK C` SURVEY11 75 FEET OF ORDINARY HIGH WATER UNE _ LINE 297404ETELECTRICTRANSFORMER 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 93CITYOFORONOZONINGCODE - 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 & POOLSS- 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 SUBJECTANDAE (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 HONOURONQWESTMAPS, 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 WATERA tticty4 1466 BEINVENEDA AVENUE CERTIFICATION PACIFIC2004, 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 t1 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 -LXDATEDTHISDAYOF 2008 08060 (08060.DWG) D.B. TODD HOLEN KEMPER & ASSOCIATES, INC. @