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HomeMy WebLinkAboutSurvey 20130 Pig Sit 0 d Sti ORONO COPY RECEIVE[ �0113- b 0_� OCT 2 9 2013 CITY OF ORONO 3 SE'S KEMPER & ASSOCIATES INC. TH E BURWLLL N 9rs� �,s f PROFESSIONAL LAND SURVEYORS 0 20 40 -ESIDENCEM Z z e ff. 721 OLD HIGHWAY 8 N.W. 1 INCH EQUALS 40 FEET NEW BRIGHTON, 55112 9�s �� ORDINARY MINNESOTA HIGH WATER ELEV, FOUND 1/2' 6" o 651-631-0351 S25.26'29'E 0,6/0' �� 1100 MILLSTON ROAD (O,H,W) 929,4 FEET (NGVD29) FAX 651-631-8805OronoIRON PIPE �,BASIS FOR BEARINGS. kemper@pro-ns,net HENNEPIN u'l email) COUNTY 1 ni &Zoning Plan Review `V Q' 1 " M 15",1V BX www,kerlpersurveys,COth COORDNAD83IN 996 ATE SYSTEM I I_ _ =�`� �� / ®� BY GPS OBSERVATION UTILIZING MnDOT VRS PI n Review Date: �j CITY 01' 0 R 0 N 0 ' 69 � ` � \ NETWORK, P ,QL41 Q��,y~ r,jb 2 "• L OWED HENNEPIN COUNTY MINNESOTA \ 9s X S 63e BASIS FOR ELEVATION' 36 4 m Mn/D❑T REFERENCE STATION 'DERUS MN053' P OWED WITH FEVISIONS (see notes) , 98 �`�� S9. N ELEV.= 9REAL (NGVD y TANAGER LAKE 29> E 1lrD (SEE LEGAL DESCRIPTI❑N BELOW) / \ FOUNp.1/2'. - FOUND HENNEPIN (AS PER REAL TIME GPS R>"°� ` COUNTY 2' CAST v MEASUREMENTS IR PIPE . •. '` 9Sg \ , UTILIZING NT MINNESOTA DEPARTMENT S20 8'27'W 0:4 '' 96 \ 0 S40IRON23 00'WE0,72' A OF TRANSPORTATION \13" RC o VRS NETWORK) 12_,12",10 • 962 � CONTOUR INTERVAL=1 FOOT / 963 ORDINARY HIGH WATER ELEV, " M 964 (O,H,W) 929,4 FEET (NGVD29) CITY OF ORONO "• MP 965 " SP --_S 76101111MAY 8% em i18N SITE PLAN GRADING PIAN 2" MP 966 1 M \. \ E �35'�2,tR ❑ APPROVED 96 j " 968 )a 17 RX f] APPROVED WIT EVISIONS ¢ / \ ❑ DISAPP . 969 - B 931930 BY SP 6 HB 0� ' 27 MP 9>'0 \.\ 3� CONC, PAD AND PUMP >�ii a / S 972 75' SETBACK \ �o `0 -•- : _ DATE / �- 971,32 FROM ❑,H,W. o m 9 S jg: =_''-- ISo1972. 62.43' �yA 9aS E �SCvK 15.82' % ro o O w 15" ASH 9� 94S FOUND 152'4$• 100L5D'CM) z - FIRE iz IRON PIPE- MAINTENANCE GARAGE i FOOTPRINT AREA= PIT MP: �� av 9" ro 2,157 SQ. fT. �i2 15.80' w 62.70' 9 2.34 ° ti 6" • HB M g 9S0 60 FOUND MINNESOTA DOT S� 6 q OGA 10" RC 2" RP ELEV. '972. ❑ 18" SP 61 I REFERENCE STATION 'DERUS MN053' (1990) o P :.:...5...,.•.,.......72.... q., ........... ELEV, 972.55.. • , _ J 9j.... '.','.'.'.'GRAVEL'.'.'.'.2",12" 9 I I SS ELEV•= 941,501 CNGVD29) CP 6" -HB q H ADJACENT GARAGE ". 6g... ...'...:: ".'.'..'.".' . '.....'.'.'.'.','.°.......°.'.'. 75' SETBA K 16',H ° FROM O,H,W: 9599 8 9 i?� -_ �/' c�. \ 10° , HB :• • , ,', .:: 20" SP 17" RP I H 963 / b1p Fa I R Li BRICK I .... 16 . , 7 cP....`. '.'.'. (NO SCALE) �. . . .... .. 1\J\ X972 39 /... HB m Y b - --- -- -- _�_- --- '.' C3 _ ................ .. .Gj.'.'.'. ".' 10" SP 10' M 7 / RIM 964.05 0¢ -- - / .. ....,... ... ......... ..°.'.:��-.....�L C4C9LL_--- ZONING REQUIREMENTS �. �,. �,._....._.. .— X97264 .......... p.. :.... ........... ... ,.. ...... ...... ..'.'.'...... .%1.%1'........,....,6 ...'.'.'.'.'.'.'.' '.'.'.'.'.'. �/ 7 P 9,,. SP 972.35 X964 �a� ! o / _. .RAVEL'.'.'.'.'.'.'.'.'.` ,', \ ZONED LR -IA -DNF-FAMILY LAKESHORE RESIDENTIAL DISTRICT .•.•.•.• L./ 8" S Ini........... SP \ SUBJECT TO SHORELANb OVERLAY DISTRICT '•"•°•'+ � • • • • • • 96537 965.10 J ~ 1.960 • ! SUBJECT TO FLOODPLAIN MANAGEMENT 966 ^�,''',,' SP \ 9� il° SP 12" MP 0` SRP MINIMUM LOT AREA - 2 ACRES 4 to \ 9� ��?' 6 I 4" HE 4 BE 1 I MINIMUM LOT WIDTH - 200 FEET O •' 7" SP \ 2 e� \ ••• ^ x965.79 96 4 - MAXIMUM LOT COVERAGE - 15% BY STRUCTURES w ie 12" SP SP \ dd Id 96 969 MAXIMUM HARDCOVER - 25% C75 FEET TO 250 FEET FROM ORDINARY HIGH WATER LEVEL) 7" SP / 250' SETBACK \ / 96`� / T �, FRO O.H.W. Lo - 22" HE ` - TENNIS I HB J \v/ COURT 1 BUILDING us, - 30% (250 FEET TO 500 FEET FROM 8 S e � j ORDINARY HIGH WATER LEVEL) \ / o° SP \/ ago w�2�'e ~ CHAI WALK 96 57 TENNIS cu LINK COURT I 1 Z€ MAXIMUM HEIGHT - 2,5 STORIES OR 30 FEET / • _ 12„ SP ` %'3 0 ` o \ (IDT o IF 1 } BUILDING SETBACKS, 3 .' a S �� % 10" SP 3"110 ¢ Q a1. a OVERMAN 965 I 2" E F- ¢ 15 96610 i I o z PUND OVERFLOW 68.74 .� Z, o 01 m a FRONT - 50 FEET `� 1" SP 10"• 14" S \ IM lsa 95 66 12" WP 1 9 Y lu, a SIDE - 30 FEET REAR - 50 FEET \ -�19 , 70 X o EASTI LINE C3 W? N Y 69 OF LhT 4 Li i c� ORDINARY HIGH WATER LEVEL - 75 FEET WESTERLY LINE 8"•AP EASTE LY LINE 12" SP OF LO 3 F LOT 4 % 9 963 � J Q.'� ¢ 13" HE x96618 I W 51 970.0 ;,, `,g�.7� I F-1 HE 1p 96 1 684 Z W CAS PER CITY OF ORONO ZONING CODE) SP 8 AP 1 /.' 10 AP i ;(h # ' _ I 6 / # z ~ W 194 EASTERLY LIN 4",14" MP ��P OF LOT 2 / 4" A 11" SP - - _ • - , _ I j a o 8 610 -' -'�7z J L, 5 CA O� 0" •AP '.AP 4' ° A CA 5"• CA �� 6 H P / POND 96603 966.06 I / 11" ELM 971.23 621 i 0M FLOOD ZONE NOTE 9 A --- 10" AP 6" AS 8' H 6� 6" /1 WATER E�EVr 971.34 972 970,7 F O.H.W. 968 20"i HE 9�A �� WALL I 96g 12" ELM SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE 'X' AREAS OUTSIDE THE 0,2% ANNUAL CHANCE FLOODPLAIN, 0"•A 101•AP 7" SH 8" AS 8 M A MINIMAL PORTION LIES WITHIN FLOOD ZONE 'A' AND 'AE' LIMITS OF UPDATED I 9D ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO, 27053CO304E / 7" ASH 7" H7t'AS I WESTERLY LINE 970 POND INLET TOPOGRAPHY 3' PVC I ELM AUGUST 2013 I 971 J 14j ELM EFFECTIVE DATE OF SEPTEMBER 2ND, 2004, THE AREAS OF LOT 3 �b / 24" SP INV 969.32 B DERS 97245 X97247 I 1 WITHIN FLOOD ZONE 'A' AND 'AE' ARE THOSE BEING X66 h I t BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN HEREON IN RED. 28" P obi 20" W 6$ 24" 20" P P 20" WP 27" P 9 / 969 ti ��2 SOUTH LINE 9 971.66 9 ~i , 7 '^\ \ I I5"x12" HE vC 2 WP 4" n 18" B r20" SP 27" W 18 P 25 WP 14" 970 9�n' 5" ASH I # / 18" HB 30" A H I 973---- ! 8 HE 971 9" WP 26" WP I 1 - .. .. ®.. ®., S X53 .3' FM LEGAL DESCRIPTI❑N FOUND 1/2' I 30 WP 972 2" ( IRON PIPE lo" O 17 SP 15",10" HB IFT-973.4 1 h> I -. 9731117 01 1 CERTIFICATE OF TITLE N0, 795619 I Io 15 WP S13.58'51'E 0,82 i W . o0 81• MP W 1 RC 1 RC 1 S r FT T'..� BRICK 1 I ! o" Rc 17 w x'973 1 W z WALLS 0" R 9 R % Lots 1 3 4 5 Block 1 and I 2 9 R W N, 5 W 11" y 811" RC `Oo l �0 5 W 2" RC 973.60 h 97 13° LC i 10", f{ MB •O Outtots A, B and C, 1 " R 4 N N 0" RC o; 20" WP g 1 1 I a6 WP I N16",1 o c R 7, - G 2" IR I Millston to RC�'� IRON PIPE' HB 97 12" OAK Subject to drainage and utility easements i Nom' R 1 W W Po 15" W 4",RC S25 6'29'E 0 4"°4�' ! as shown on plat; (As to Lots 1, 3, 4 P !z N4" RC 7„ WP 2„ C 14",10" C d`L l T I o^ h ! and 5, Block ll Subject t0 a reservation as shown In Deed Doc. No, 1449512; (As to Lot 1, 74 Q 5 �Q97,;1 i 2 R 6" C �1,., RC _ 1 SP 'y ,r` 9 FOUND 1/2' J R 12", 1" R 4" W RC • ' _.z ,6 1 I n� IMITS OF UPD TED IRON PIPE 30" WP RC .3� 976.73 I � R 353 OPOGR PHY , S9.41'37'E 0,78' \ o° R I Rc o UGUSr 12 1 R 9„ C � Block 1, ❑Utlot A SOUTH LINE 2 5 m :1974:33 1X97¢. and an undivided OF LOT 2 \ 2 RC i1" RC 11 R „ Rc 1/2 Interest in and to Outlot C) FOUND 1/2' I . o i 10 RC 6 D IRON PIPE I 89 56 24 � E 12 .0 R)`- RC o� 4 �`� a 0 ^ - X I NY z '- 2,59 2,52 v 18" LC ., Subject t0 the interest of the Town c$�0.39'01'E Orono for the benefit of the public in and to the West 199 feet of Street or 0. 8' 89.53'33' (R) D 29" P �`���•� 20.0 9 RC 14" C 7" R MU DRr4i (� 9S6 �s� �o ; a c i " Rc c Rc Ca1TI1KJES 7 0", -m-- �= o -- - - 9 _ _ o -'- 7 ' e n FFq GE 0\ 4 j w 974,0 �x. g' ''s em � 973:61 f, ! GARAGE 19,15 > 9,69 4" W �m (�Ex „ 1 � 2 S" GINKGO bm tui o I 1 L a �' Road lying North of Lot 10, \ s9 16" S \ �, ,, n b d DRIVEWAY II � Rearrangement of Orono Point as platted November 5th, 1903 and filed !1 , 8 56 4 E 10. -' 1 9S N TH NE \ g6S S I' el` ❑T 13" CA 96 =. �os2o,47,. �, ,{ m m• w m 973,01 pPp,79 m q GARAGE 290 974.55 8817 I 9• 0 1 97� 35 �i N 9 FLOOR a 1FIRST for record in the office of the Register0.02 sP F❑ D 1 2' 2" • CA County, Minnesota I' 72'60 a, FLOOR�� 974.43 97478 ! ,p 7 1404 974.45 9745 974 38 1 • o ELEV= 975.30 i c Sal of Deeds of Hennepin on November 20, 1903 in Book 12 of a €E, ss RO PIPE\ CA 12'• CA 964 g'�' p 12'• 4 W 9.1 '54' 0,80' L -m= _ �- � 28.40 u�i 27,62 14352 q 975J2(� THRESHOLD MP Plats, page 512; (As to all of above P g Land except Lots 1 and 3, Block 1, r H (/1 3 " MP 1- 13" S W \ 12'° C 17"• CA 2 " N � a m E%. GARAGE g U _ ELEV= 973.79 1100 MILLSTDN ROAD TG BE o Z cx N REMOVED�181 J O ¢ 32.75 BAY BUILDING FOOTPRINT I I U lY - • • - IQJ 2" C 9 ¢ 1 4" WP \ r% Q g ;�,; WINDOW AREA= 6,202 SQ. FT, 25.28 974.50 2765 97 31¢ CD ❑utlot A and an undivided 1/2 Interest In and to Outlot C) 0- o 9 9 ASH Q' j 32' w r �' d i ! X 0, 12" • CA I i CA m z 11" P \ I ! • �.+ i .;97 .99 lW43:12 °\ O '_. -- `' 32.22 i Iti ,. a 13,27 � l 974.98 '� h 0 7", cu u, Iz 72,3 < 75.14 974 IQ N� W n 3 1 \ Q I! 7 � 973:17 a ";-. 4.55 2Q15 % 8"1 HB � �73:ifs` 973 i LOT AREA SUMMARY I'_ 00 1 "• CA 11 •CA 6" A I � � Q .,0i d ss 2 WIP ! 6 ' 20"' ASH DECK,,,. 975.15 I 17" H THE 3�- LOT 1, BLOCK 1, MILLSTDN =94,043 SQ. FT OR 2.1589 ACRES J ft w ! ' I 0- Fa 3 8" R 2 " wP \ s Z a o 1 1 7" SP \(r� 6 I ' BRI K 973 8" 9 CB ALL a2T2 6" HE 15" !HB r RIM 967,4 r W INV 967,48 I 73,2 ! 27" P \iA ! I! 33.49 4" Y, HB1 SJ POOL Ic LOT 3, BLOCK 1, NICEST❑N (AREA OF LOT TO SURVEY LINE) =90,495 SQ, FT, OR 2.0775 ACRES I 9 \� 19" P s s ! O S 29" WP I 8" RP ! 1 \� ! i \ I !• \ I / .,� m N it �Z J �' ,. o, • HE HOUSE ii s IN -C tNID - 1=�, FLOOR= a i IX ` rn P. s� . 1 ' 973.90 „ ED r N 0 ! 1"•LD i 2068 �0'6� i8 HE l7: ¢ LEGEND (AREA FROM SURVEY LINE TO D,H,WJ =1,090 SQ. FT OR 0,0250 ACRES s s R9 955.32 956.6 \ 20" I 2azT ARAGE FLO ! I 8" RP g61 96 1 { r' " i2,ls,1r s.a4 1�I B ¢ Z & _ T v 7 -111 'D � 1 � -936- a ' EXISTING CONTOUR LINE (TOTAL AREA ❑F LOT 3) s 21 SP ! A ELEV, 957,05 SWAY -- - 73 9 2,72 I 2'• H ' '" a 97P„C3 9972,53 =91,585 SQ, FT ❑R 2,1025 ACRES LOT 4, BLOCK 1, MILLST❑N ° D N ! n, BITUMINOUS DR I 7„ BR 19„ AS i sg� 9" R ! , , x937.33 s6 i 972 1 6 L 9`x,66 ,:.,. 151,1 " H 14 PW °a 9"• LC I MH O 14" SP f INYL W w EXISTING SPOT ELEVATION MANHOLE (AREA OF LOT TO SURVEY LINE) z 227 I s o"•C F- < 13" BR o H wF B 19 9 C3 tj 6S KEYSTONE 97 ENCS go '~a TR CI RETAININ pa -y F- TELEPHONE RISER =101,583 SQ, FT, OR 2,3320 ACRES CARER FROM SURVEY LINE TO O,H,W,) ; m s a� 2 sP d g6 Zy B 71 R s z- S 6g WALL 972,45 970.47 I _ 25" ASH 97� Cd CTV© 972 W FW CABLE TV RISER =2,113 SQ. FT OR 0,0485 ACRES (TOTAL AREA OF LOT 4) 9F a '' ve I 2„ W [' v: S w Z o.Tu v 0" BR ww1.�Z. sgg - a on v 9s� 12"• B ! 1 F -Li 3 ET ! 1 0304 ELECTRIC TRANSFORMER =103,696 SQ. FT OR 2.3805 ACRES Li a �,Q _ o w TH SHOED 111 BR 2.35 2 AS -10 1 i EM ELECTRIC METER LOT 5, BLOCK 1, MILLST❑N I Si 9 J ,. EV 958.46 0" SPI 2 " WP ¢ cl v� 26.56' 3" I aa� EL V. 49, 6 95655 971 ! 1 1 j GM 2" HE GAS METER =246, 051 SQ, FT, OR 5,6486 ACRES - - . 2 A 9 ' 1961 1 1 6 C AIR CONDITIONER A g56 12" SP _ 970 EAST LIN 3-�4 1 " HB ! N I 2 WP 960 6" BR - OF LOT SF 0- 969 I MBO MAIL BOX ❑UTC❑T A, MILLSTDN e P I 18" ID i 1 ! (AREA OF LOT TO ❑,H,W,) 13" S I I 9 gS 9 968 27" ASH 14° HB 1 p - UE - UNDERGROUND ELECTRIC =2,497 SQ. FT, OR 0.0573 ACRES i ss ` _ �2" o - P� s 2 " WP ^ is" BR 967 1 •, i HE I - UT - UNDERGROUND TELEPHONE 10" SP I„ w9S8 965 ❑UTC❑T B, MILLST❑N CARER OF LOT T❑ ❑,H,W,)14" W M 1 P' eAsy Sr I N 13',10"B 964 G - UNDERGROUND GAS = 950 SQ, FT, OR 0,0218 ACRES S" SP w In 963 p HB i - ST - STORM SEWER ❑UTLOT C MILLST❑N ' o P) I 1 SP ( O c 1 9S I M a I O M Z g 62 LIMITS OF U I I RAPHY OH - 6S OVERHEAD UTILITY LINES =36,556 SQ. FT, OR 0,8392 ACRES 1 11" SP Ino s� 6" I' C) 12"E S AUGUST 1 �10, ASH 1 ! ! Y HB I CB ® ., \ CATCH BASIN TOTAL AREA OF SUBJECT PROPERTY 11" SP I 9s 81 H� 1 LP CD LIGHT POLE CLOTS 1, 3, 4 & 5, ❑UTLOTS A, B, C> „'6" T. 9s �� E i 10` P ! a` w 3" s - ! PP { POWERPOLE =575,378 SQ, FT, OR 13,2089 ACRES I \p 2" s sP M 1 12` 9 ^ 9' H 10" 12" SP i SP I 63. I DENOTES DIMENSION '113 9S M10 SP 6" M 1 O I € (M) 962 ! 10"•HB 1 ! MEASURED DURING THE COURSE OF THIS SURVEY CR 13" S I c:> 7" S 14" S O 9So O 1 ! I y DENOTES RECORD 9 S 10" P 00 s� 4 AS 9 I 8" 1 r9 7" S 9611 I (R) 1 s DIMENSION AS PER PLAT OR LEGAL DESCRIPTION tD I� H 1 AS 8 SP SP - X95616 N,\Projects\09033R1\DSC-0028,JPG W 2' S 8" SP X956.62 , 16 HE d' 16 ( a SP 11 SP 15" SP w 17" ASH 1H60- I 18, B • 1 ! DENOTES SET SURVEY MONUMENT MARKED 'KEMPER 18407 , S 9 u, I 59 i a 8', T 3 A 1 H j 1 -931- 100 -YEAR FLOOD LINE 1 A H •o S� I 11' SP M p xs E T LIN 12" I j CAS PER F,E,M,AJ PDOL HOUSE AT 1100 MILLSTDN RD. O o 9 6" P X95669 o L T 1 I g" S 2" RC o z g I i 2° SP ; ! s7 € Z W T L NE 2 WP I 4" WP X956.29 OF OT I 1 ",15", 4" I D { - 0 I ID 48" 9 I ELM i�56 ! y AD NC OAC O T D 9� ❑ DE GN A ED R H ❑ - Y WES LINE OF 5 X95627 I D TA E t9, F T ( 9 `LD 1958 1 s I s _ 9 ! TREE ABBREVIATIONS 4" s SR 154.'' ! 5 9s • X 956.62 L `fl 27" OAK 1953 1 i HB S2w\ 2'- ! SP 2'• HE - HACKBERRY - SPRUCE -_ - __ —. _ - -_._ I - - .-. �. 9Ap �.- - - \ \ � X956.73—e i RC �0�.•1�-� g ! - RED CEDAR Ni\Pro,Jects\09033R1\P5180072.JPG ! 13 MP �9_ � 26 s 4 S = ° 0'00'(R) - - - -- -----_ .__ -_ _ / \9I SCP 94, 1 j WP - SCOTCH PINE - WHITE PINE PIP Q OAK 10 ' X931.63 `� = 1 ..63'(R f 18' CMP 0" P 1�- I RC 9411 21.13 RP I Y 946 Q LD 1 - RED PINE - LINDEN TENNIS COURTS AT 1100 MILLSTDN RD, ! INV 929,67 9 9 13" i ul �1' 21" AK 17° _� I ! J 10" RP I MAPLE 12",12" 1 N TE, OU ❑T IS BJECT A IV T ! x931.47 X931.58 RAD Y SEM T A A PUBL R D \ 945 12" j MP i t Li w 944 1 HBE 1 j Z W CA - - CRAB APPLE ! A U LIT EAS ENT F THE NE > ��1�HR . ! ¢ BT i OF LOT 1, 2 3, 4 5, BL 1, LS \.� O 943--T- ! Ii. - 14i" t - BUCKTHORN ORIGINAL TOPOGRAPHY SURVEY BY i AS PER SOL TION 1053 ( CUM T 2 ", I NU ER 1 589 A RES ION PRO UN Hb 0" 9"1 LD s o� BR 1 Z a - BIRCH KEMPER & ASSOCIATES, INC, PERFORMED ! ' ` p THE LAT MILL ON, 0 K ti a" wP 942--1—' i C3 tea° I I4" ASH IN JUNE 2009, THIS SURVEY UPDATES IMPROVEMENTS INCLUDING NEW POOL, POOL HOUSE AND PATIOS SOUTH OF ! 56' 62 I X93155 X 931.7 ! o y o" Rc i �= 0 00 ) Y 5" WP E Y cvw BX 1 1 '(•) (4 1 Z I 1L) N¢ 41 W i rr CT 9 1 J � � a - BOXELDER - COFFEE TREE MAIN HOUSE, AND NEW PAVERS NORTH .•- � � i 1 0.0 (R)r OAK l4" 4'' HB • q� eD -r"'�- scP AR �R 940 I 1 I € oE WL - WILLOW OF MAIN HOUSE, THE MAIN DRIVEWAY FROM THE ENTRANCE AT SH❑RELINE i x93170 \ 15" c L= 20 44 R) ! \ \ 3" SCP E 1 1 !`rW *W a Zo AP CEDARS I 1- w A 3 SP 1 " HB CI - APPLE TREE DRIVE TO JUST WEST OF THE MAIN \ \ \ �ouNn _ 39 1 J t3 BE - BUCKEYE HOUSE WAS NOT RE -MEASURED FOR THIS UPDATE �'-� _ 4 S56.09'27 69' As 1 1 1 ! MB \ CEDARS - RUSSIAN MULBERRY � 8 9 3 � 12" SP 132, SOU T LI E 18" C FO D 1/2' ❑FLT 10" EL a o i r \ 10" SP 42"• W ELM 6,,. HE 8 0 1 ) P 12" + LC 14" \RC_ f 937 11",91 HE ! ` R= 75.00'(R - LOCUST ND 1/2' FOUND 1/2' N PIPE �= 4'54' 1 HB = 5,00'(R) IRON PIPE S 8T W (R) \12"• MP 933 - . -�- / - r S34.1 ' w. - _ --- L= 23 70'CR) __ \ / (R) IRON -® ' I 12" H 18" HB o _ _ _ S46'06'1TE 0:60' S 87 44 24 _-� _q _ .e_ ����� �� - __ 39 918 CR) 039 = 50,04 CRR 73,87'CR) 6' MP--�,:;�.n === �P 934 _.W �- ��-_ 938 . 935 "---- kK) % S35'29'42'E 1' 5" SP PIP E OJ4' OFF LOTOUND 1/21 E 01 I 2" HE / HE __ 6 S " 1 , pv�- - S57 'E = 6 SP HE _�� 3 11 r 3 - 95 13 CH-- ..:•.;'.-. R= 16 02 CR - _ _ _... - `1 -- g35 _�� 8" S 31,7 6" WALNUT �' r=-a%65(N- ~�, - L- .. ... .... ., .. 9 u .. _ L .. :. NM •• • MI. :.. •...... " `. 28,39 CR) gVF13 ,, :, .. • ..:`. .. .. ' .. .. R,,_ 165, Qt _ 1 1'38'06' ���.. 12 BUCKTHORNS 1. (R) HORN$( 12" CA �►.. .. .. �� 17lc ELM 15" HE SIO 12 1 9'31' CA ., .... .. ...'.: ?n O O .. .. .; I • . ... 36� :. , ,: � ..: �. N / .� .FOUND 1/2''•. _ e: IRON PIPE •:' .'.'. O ;: :..• ) ., •.., , ' :.. • :.' :' . ". .` . ..) R N22.30'15'E 1.95' z 1 .,, . .......; IRO. , J,�^-•„ ------ _1604,02'(R ;.,: 80e !_UE --- - _ I FOUND 1/2' 9'3 r J ------ 29• - I IRON PIPE PREPARED FORT -------934 93 .. 935 9" ASH " _.. -- 934 " " _ .,... - •- . ; •� O . r •• �3S rB I 3 11 "' -- °BT ::. •. R❑DNEY BURWELL _-----934 1100 MILLSTDN ROAD N M ORONO, MINNESOTA 55391 _ 9" ASH H 10" AS 14" ASH h. ..5 1$00[q 7 59' w t'`. ". '.. 1 , `36 \� (Y) w .. 12" ASH 935--"` •' FOUN 1/2'': c/o KEVIN KEENAN, LANDSCAPE ARCHITECT 10" ASH 15" ELM 14" ELM 12" ASH "ASH (>7 = e - -(�_'' M cu IRONIPE KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE 41 t8,4' 4",13" LD 12",9" LD 2" ASH 12" LD iFOELnE AS !EA>ilNlEn _ _-_ 9 pl+( �ItO , ,.. "' ' •: 'ii'0TE 0,35' O�\D 15119 ONKA, MIA BOULEVARD MINNETDNKA, MINNESOTA 55345 ORDINARY HIGH WATER ELEV: 10" MP CO.H:W> 929.4 FEET (NGVD29) a NAY ft 8009 ❑ U T L ❑ T �R) 12" 8" ASH c 10" ELM9" PHONE.952-475-1229 FAXi 952-475-1667 CELLS 952-328-2560 ELM 14" ASH 933 I,A MINNETONKA(SMITH BAY 31 12" ASH LAKE WATER LEVEL DATA AS PER HINKSOTA DNR LAKEFIIOM WEBSITES 12",12",8" ELM e4" ASH ORDINARY HIGH WATER ELEV: 13",13",12" ASH CERTIFICATEOFSURVEY HIGHEST RECORDED 930.52FEET (09/07/1 LOWEST RECIMBEDI' 921.78 FEET (12/16/1937) LAST MODS 9288 FEET (05/07/2009) (O,H,W) 929,4 FEET (NGVD29) 12" ASh t10,3' 12" MP ❑ A T L❑ T O VIMY HIGH WATER ELEVATM 929.4 FEET 09033 (09033R1.DWG) ELEVATM DATM NGVD 1929 KEMPER & ASSOCIATES, Ii RECEIVE[ �0113- b 0_� OCT 2 9 2013 CITY OF ORONO