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HomeMy WebLinkAbout2009 Surveya ��� _NCE THE Y'URWELL R..,ESIDE N_Ci 1100 MILLSTON ROAD CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA (SEE LEGAL DESCRIPTION BELOW) E1/2 SEC. 10 & W1/2 SEC. 11, T117N, R23W \�s KEMPER & ASSOCIATES INC, A ,s v'• 721 OLD HIGHWAY 8 N.W. r-- ��5� NEW BRIGHTON, MINNESOTA 55112 0 20 40 2g 651-631-0351 1 INCH EQUALS 40 FEET FAX 651-631-8805 \\\ Sp ORDINARY HIGH WATER ELEV. Email: kemper@pro-ns.net \\ (O.H.W) 929.4 FEET (NGVD29) ` \ www.kempersurveys.com BASIS FOR BEARINGS: T 15",10" BX MH � \`� X � RIM 934.89 �\ t LOg Is,634 s s,� � �� ? 9 FOUND OUNTYHENE CAST \ \ E IRON MONUMENT _ S40.23'00"W 0.72' X13" RC \ z Z COORDINATE SYSTEM FOUND 1/2" 16" IRON PIPE UTILIZING MnDOT VRS S25'26'29"E 0.60' NETWORK. BASIS FOR ELEVATION: Mn/DOT REFERENCE R /� N TANAGER LADE 1 STATIo ELEV.=N941.501S(NGVD 329) h�tijt�J J , Y MEASUREMENTS UTILIZING 0 MINNESOTA DEPARTMENT OF TRANSPORTATION '+) VRS NETWORK) CONTOUR INTERVAL=1 FOOT 10 1/2 � 9S9__E PIPE. . 8'27"W 0.47 960 \�s KEMPER & ASSOCIATES INC, A ,s v'• 721 OLD HIGHWAY 8 N.W. r-- ��5� NEW BRIGHTON, MINNESOTA 55112 0 20 40 2g 651-631-0351 1 INCH EQUALS 40 FEET FAX 651-631-8805 \\\ Sp ORDINARY HIGH WATER ELEV. Email: kemper@pro-ns.net \\ (O.H.W) 929.4 FEET (NGVD29) ` \ www.kempersurveys.com BASIS FOR BEARINGS: T 15",10" BX MH � \`� X � RIM 934.89 �\ t LOg Is,634 s s,� � �� ? 9 FOUND OUNTYHENE CAST \ \ E IRON MONUMENT _ S40.23'00"W 0.72' X13" RC \ -963 \\� ORDINARY HIGH WATER ELEV. b " (NGVD29) 964 \�\ W) 929 FEET (N 29) " 4 SP S' SHORELINE AS MEASURED M „ IP 965 76.06''8« ON MAY 20, 2009 r� r. 2 MP 7% 5° 02' s OH \ - T„1. k tf ! PP OH- 568 96�� \� 929.4 17" FIR 2 • BX \ \ 93 y OIL. g 969 s /9)f0 SP 6 HB \ 3y \ AND CONCPUMP FROM O.H.W. \ \ �t `\,� \ �\ \ 85645 +'F s ��R ��P 972.55 62.43' O FOUND 1/2 E f 001.50'(Aq) + �' 15.82 w, ro z °G°�� A;NTE14ANCE GARAGE 15" ASH PIT z rn�\ gs IRON PIPE ? OG yi JP M FOOTPRINT AREA "° MP �\ 0 r f. �� ^l 2.157 SO. FT. i t ` 15.80' 82.70 97.34 1 / gS ;F REFERENCE 0" RP 6" HB // 1 M S FOUND MINNESOTA DOT ® �cj. 1 16 GA LOOK 10" RC 12 RP 10 ` _" 960 RD RUSNMN053" (1990 .ELEV. 972 A 0 18" SP 9 / �g6J ELEV.= 941.501 (NGVD29) ELEV. 972.55 0, / - \� 9 956 �°� GRAVEL 562 GRAVEL 14" 12",12' SCP 16"•HB / ` 57 PATH F O.H. ° \ ,8 LD ADJACENT GARAGE 969 a v 6"•H FROM950 20" 20„ SP 17„ RP H 983\ 75 SETBA 9 8 " H � / MH °j \ BRICK Rlfyl, 9 7.11 96� 16' HB �1 VICINITY MAP �_ -- -- `- - ----\ HB / - - -- - --- -- --1- - -- - - U CA _ --- 9s \ 10" S CB 92 1L' J LD , 7' \ 10". RIr1 964.05 E s "4 J(� \ X972.84 x INV 960.55 SW \9 TR I 7$ ZONING REQUIREMENTS os 5235 s4 coNc.t GRAVEL Mi ^r 7„P 9 \SP WALL . �! _ 965.37 965.10 �i ZONED LR -1A - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT (V 'n1 10 S 8' SP P 10' SUBJECT TO SHORELAND OVERLAY DISTRICT 1 SUBJECT TO FLOODPLAIN MANAGEMENT 666 ' "� \\ \ 11' SP 61.31 � � SP 1-1 \ fir, 12" MP MINIMUM LOT AREA - 2 ACRES /v� 2.. Q O 6„ P 7 SP \� 14" HB ' \\ i BE Va t MINIMUM LOT WIDTH - 200 FEET z i` �\ 96 LP x965.79 U w " SP \ �\i \ j I g6g 1100 MILLSTON ROAD FROM SOUTH MAXIMUM LOT COVERAGE - 15% BY STRUCTURES ( 12 'P \ I \,, ss TENNIS `2 HB 7 SP 250' SETBACK \ 22" HB COURT MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM 565: \ ORDINARY HIGH WATER LEVEL) \ FRO O.H.W. �, % V BUILDING - 30% (250 FEET TO 500 FEET FROM ORDINARY HIGH WATER LEVEL) \ 1 - \ 9� y1 L ss .57 '] f TENNIS o V O" SP COURT MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET /i 12" SP ` y ^ 4� m OVE/KHAN 1 12 • M Q } Y // 5' W 965.75 BUILDING SETBACKS: 5? 7j 90� 0" SP ¢\ 988.74 / 86.0 \ Zl o FRONT - 50 FEET --,are SIDE - 30 FEET v 1' SID 10". \ \ \ 14" P 12" WP RIM D OVERFLOW g70 XM �) EAST LINE V WI Ny f n Y��ttB REAR - 50 FEET L__ LP OF LOT 4 O L! I 8" -AP WESTERLY LINE J I� ORDINARY HIGH WATER LEVEL - 75 FEET 12" SP OFLOT3 LINE 3" B \ x966.18 \ 6c r i F LOT 4 V7 .�7 \ c m 1= (AS PER CITY OF ORONO ZONING CODE) 963 }} 19" HB _ 96 1 966.88 \ 9 -� Z 1100 MILLSTON ROAD FROM NORTH SP 8" AP (_t0"• APAP �c // 1 J }_ (W Ia z EAS LINE I 14",14" MP ,\�e `� 9 - CB- - O 0-0 18" H 11" SP .10V- RIM 967.61 1 1 INV 965.41 10 AP 1 AP 4,,. A CA 5., CA P�0 I 68.03 968.06 11" LM FLOOD ZONE NOTE �'' r 5OF LO 2' CA o 'Y' n A Q O 1 971.23 971.34 6.21 50' CKa."`' SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE X 962 10' AP 6' As' / 970. FK M O.H.W. 96® o"I He 8" H 6 O \c 12' ELM ` AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, x , �� 6g m 9 I e K A MINIMAL PORTION LIES WITHIN FLOOD ZONE A' AND AE" 10 AP 7" sH ( r r „ » 4>^ 9 D ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10'• A•, a" As AGENCY FLOOD INSURANCE RATE MAP NO. 27053CO304E \ 7" ASH 7" H� ASK / 970 ( POND o P INLET / PAA s 1 M ±z 1 ",$" ELM EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS o sORL3 SNE ��`' > ; INV 969.32 41' ELM WITHIN FLOOD ZONE A AND AE" ARE THOSE BEING � � Al 6 BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN 28" P / g6� �` I HEREON IN RED. 20 W 96 969 24 20 zJ WP 2 97 972 c s"�12" HB H MILLSTON ROAD 6 27" P o sss OUTH LINE 1125 MI / 2' WP v� 0 LOT 4 g� I ..; 4' 14" 97D S 4SH S O m t" B 971 °�^ 30" ASH 973 I °v„' PIP 8" 20" SP HB 18" HB \ 26„ �P 27 WP „ g71 19 ,, WP 18 WP 25' WP � '2 E 65 p FOUND i/2" '� 972 2 17" SP LP X33 E ,,,art#$ 973.26 LP N I Mx 30' WP i R LEGAL DESCRIPTION IRON PIPE v o 1 WP 9 35 a 973.08 u v a 973.11 19 I t WP 1t RC 8" SP DRAIN 1 D NaL 4 < 4 4 4 37.61 S13'S8'S1"E 0.82' -� 0 RC t7 W w �_�973 8 MPW 1. RC NORTH UN�` o v gONCRETE `� a4 OF LOT, 5. a 973.07 a RIAt 97.86 4" OAK, 973.52' a CERTIFICATE OF TITLE N0. 795619 1... o R 6 R , 1s wP 9., R / FOUND 1/2 RIM 97,2!58, n, R 4' WP 11 C 972.42 / 15\ WP 2 RC a % ET TR 10",�" M$ Lots 1, 3, 4, 5, Block 1 and 2 1, ' R SON PI 9" �O.bO' 973.18 LF 3" LC Imp DRAIN 16" WP I. Outlots A, B and C, ate, N 16',12' o Rc o IM 20" WP - OAK Miilston o ts� `° R 1 W w 8, o i5" RC 1 H s73.3o 4" Lc� a DRAIN AC RiIM973.27 x Orn. \ 12 10' RCr o Subject to drainage and utility easements N,a• d? 2 R t4 C �l '. o RIM 973.38 INV 968.171 I MAINTENANCE GARAGE as shown on plat; (AS t0 Lots 1, 3, 4 ( N 12', 2', R� 4 RC 17" WP , P 12' C 14 10" RC 6L�� . : °j 973.38 973.47 873 CONCRETE UNIT,/(FLOWS N ) and 5, Block 1) 3''s 2 R 6 C \ 1 •° sP a ti FOUND 1/2" ✓ R 2',11 R 4\ RC / ^3 I P y ° I K Subject to a reservation as Shown in IRON PIPE 0.78 30" WP 0 R 2 RC RC g ,3S LP 973,70 x974.42 2� 6° CA CONCRETE Deed Doc. No. 1449512; (As to Lot 1, \�' 1 ' t RG \ BRICK oo ; 974 4 �, 9' RC O a c, Co N X SOUTH OU 0 U2 E 2 R C i 'R t ri y m ¢ BRICK Block 1, Outlot A and an undivided \, v Rc 1/2 interest in and to Outlot C} FOUND 1 2" I » 10 Rc DRAIN a® /1 RC rn 2.59' 2.52 974.73 97 DRAIN 4 i0 IRON PIPE =9\,,\S 89-56"4 12 RC ` w a a r� � C M 8" LC RIM d„ 9747-,=. J RIM 973.721 � P Subject to the interest of the Town Of 820'39'01"E 0. S 89'53'33"�(R) 29" yJp �' �ki a` g RC 14' ' C 7 R 973.75 6, MP J < INV $677 T Orono for the benefit of the public in 1936\ s, s a� c Rco� c s Rc . 973.49 197 .97 II- ¢ ;, (FLOWS NORTH and to the West 199 feet of Street or --t ¢ o -� _ 19.15 40,,. R co X w o g)® a) LO Road lying North of Lot 10, s� 16" S '� �. , /»- `� mac' � �15" GINGKO ., � �� � ,< 44"88.40 1 " EL z r� °' O „ 9 S . 24 E 96 I \ 0.52' 0.4j 6m ni ns s } $ GARAGE �� w Rearrangement of Orono Paint as s NORTH NE S I ` �,G•7g' o „ GARAGE 44 S \ 2.9 a FLOOR 9 6+ platted November 5th, 1903 and filed s OF LOT 1\ 13' cA �1 971.40 �' " 10.02 �,h° 574 FLOOR 4 974.92 �S DOCK ON TANAGER LAKE for record in the office of the Register I PP )\3 SP Fo D ` t2"•cA` N sac FIRST FLOOR s74sa 974.78 n 97 30 >; o 14.04' ELEV= 975.30 o x74'4$ O W 0 of Deeds of Hennepin County, Minnesota `9 IRON PI \ "'CA 12 CA 964 I ! Y n �� ro UNITS z8 w N 27.62• M 0 on November 20, < I 19'1 0.80 12 ' 1 32 MP ( ¢ THRESHOLD 9"• MP o ro z 1903 in Book 12 of ( 1 MILLSTON G o w , I m ELEV= 973.79 1 Q R W GARAGE Plats, page 512; (As to all of above 3" sP\ N :. I. \ _ _N .. - CM 0 4. 57o se. FT. ° WE - \ 14', \ 2"• CA t 2' • C�. 17„• CA. _ 32.75 SAY ' land except Lots 1 and 3, Block 1, m \ �\ rrz"•c I BulL01N0 ou rRilyTOA O - \ 3�„ N 6 I 6\ H \ 1 WINDOW 25.28' o„ E 27.65' 4' WP r 971.26 2:63 AREA= 6,202 SQ. FT. 97 . 973.98 Oudot A and an undivided 1 2 interest �� 9 \ \ N. 9 / O. a S� \ c7� rn 192 I \ AS JH 973 t 32.22 n O DRAIN SMUT GENERATOR 0 in and to Outlot C) I 12"• CA 13.27' CL N z = \ \ 11 SP 2" CA \ n ( 7' • B N 575.13 d RIM 974.88 O I DRAIN STON 3 20.15' LOT AREA SUMMARY g� HB PLAY SET/ �4" Hg\ I o Gi 1 '• CAS 27' WP \ "•CA I �6� CB �20" ASH \ - DECK y0 OQ 7" B gw 1 2 \ \ I \ \ \ 9�3 DRAIN (/ 8" HB 372.38 1 S d o I 8 RC\ \ 2 WP 1 \ o RIM 74. DRAIN BRICK DRAIN 6" HB „ LOT 1, BLOCK 1, MILLSTON Z ao \ � V \ IN 96 .48 =_ RIM 9. og 15 HB =94,043 SQ. FT OR 2.1589 ACRES z \ 7" P MAESTRO LUCY �s2 \ \ 197a. a RLM 197 1a OVE ANG 14" ELM wI I = 9S \ 27' P tFs ... I J 19 \ 7 g J 97301 18"• LC ^g�2. LOT 3, BLOCK 1, MILLSTON 1 0 0 �s� �1 29" WP I �8" RP \ POOL (AREA OF LOT TO SURVEY LINE) 38 M ffi �, =90,495 SQ. FT. OR 2.0775 ACRES I \ �I 11 \\ \ 1". LD g�^� 8•, HB Q I (AREA FROM SURVEY LINE TO O.H.W.) A LEGEND �,q 55.32 I 958.8 � 20,1 ( I �� . 8" RP � 972.67 972.86 Z I =1,090 SQ. FT OR 0.0250 ACRES I 24.27' GARAGE FLOOD �\ 5 H o -936- EXISTING CONTOUR LINE (TOTAL AREA OF LOT 3) 9 "•H � ELEV. 957.05 I 21" SP 972.72 ,� Io a =91,585 SQ. FT OR 2.1025 ACRES I �\ � BITUMINOUS DR�EWAY g7 ` .=0 N?� x937.33 EXISTING SPOT ELEVATION "' 7 5,14 B •, Y I 12' BR \ 0' C / (/3 LOT 4 BLOCK 1, MILLSTON I 0 s 119" 7" \ 19 ASH 19 , c v W I~w MHO MANHOLE 4� \\ Z 2.27' 7 R Z S ____� O UJ I (AREA OF LOT TO SURVEY LINE) I o"•cA o O g 'i3" BR 119 \ s s-- � f5 TR pT TELEPHONE RISER =101,583 SQ. FT. OR 2.3320 ACRES �� 12' SP ` -- 14 SP g�D I m 9116 d 7"I iti WZ � CTV © CABLE N RISER (AREA FROM SURVEY LINE TO O.H.W.) 0, N _ z /� ss W" B 25" ASH \ t B W w =2,113 SQ. FT OR 0.0485 ACRES n s4s ° I,N �' / \ z`` (TOTAL AREA OF LOT 4) WIZ M944 ¢ on 9S, \ Ito" BR \ STONE \\ 969 0 _O i o ET ELECTRIC TRANSFORMER a N SHOLD \ ` 11 BR WALLS 22" ASH EM � ELECTRIC METER =103,696 SQ. FT OR 2.3805 ACRES < �9 r V. 958.46 10" SP �- I o m s W LKO \2 WP GMI� GAS METER LOT 5, BLOCK 1, MILLSTON ¢� EL 49.6 26.56*G 956.55 13 i 568 2" HB I =246,051 SQ. FT. OR 5.6486 ACRES I sb' 2 A ssh•7' GM \961 \ , 1q_oo1 EAST L E I ® AIR CONDITIONER N I I 956 12" SP 2� WP 960 \ 16 SR FID #I')- MB 9 OF LOT 1 " HB I MBS MAIL BOX OUTLOT A, MILLSTON 1S„ s� (AREA OF LOT TO O.H.W.) I 8 13" SP ( 9 959 �\ 27" ASH ` 14" H ( -UE- UNDERGROUND ELECTRIC =2,497 SQ. FT. OR 0.0573 ACRES I 9S 15 BR 4" HB x12" 10"- 1 Sys \ 3",10" IHB - UT - UNDERGROUND TELEPHONE OUTLOT B, MILLSTON I �o �� \ 0" SP I 14- W -J o 8 966 \, I - G - UNDERGROUND GAS (AREA OF LOT TO O.H.W.) I i ,,, i°�,, ' n N \ ONE = 950 SQ, FT. OR 0.0218 ACRES s 5" SP Lo wAL ". Hg A w I O � �\ \ I - ST - STORM SEWER I i `� i SP OLo V \ o OUTLOT C, MILLSTON I P I 1 \9S \ O K3 z 96 �, -ci I -OH- OVERHEAD UTILITY UNIES =36,556 SQ. FT. OR 0.8392 ACRES I \\6' \ I \\ iP o \ s, \ s HB'•..,o" ASH I CB (5 CATCH BASIN TOTAL AREA OF SUBJECT PROPERTY "m„ �J, I �\ r' SP ;1. 2I s� \ \ 564 a,. H I LP OS LIGHT POLE (LOTS 1, 3, 4 & 5, OUTLOTS A, B. C) I \ T1 ' ss� \ 1 , P „I �, \ I PP 0 POWER POLE =575,378 SQ. FT. OR 13.2089 ACRES I I \1�,. S M 1z" SP 2 ss \ 96,3 1 z ' I DENOTES DIMENSION s' \ 10' 3 � 9 \\\ \9S \ t0 S o I (M) MEASURED DURING THE f \ 6„ \ ` \ 13" SR O 7" S 14" SPS \ 962 1 HB I COURSE OF THIS SURVEY HARD COVER SUMMARY \ \``, \�, 9sp �� " S 10" P c DENOTES RECORD o �, I4" A \ ` 961 I (R) DIMENSION AS PER PLAT 9tr� ` \\ 7 S ( OR LEGAL DESCRIPTION THESE AREAS ARE GROUPED BY VICINITY TO U-) \ \ "ASH\ \ 1 " ASHD S C7" SP SP X956.16 x956.62 \ 17" ASH 960 DENOTES SET SURVEY EXISTING STRUCTURES SHOWN HEREON. 6 HB \ 9 B I • MONUMENT MARKED W ,, \ \ \ \ t6\ SP 5" SP c� 959 I "KEMPER 18407 AREA NEAR PRIMARY RESIDENCE X1100 MILLSTON) M N a , T 3 A \ i' H `' LU 0 SID -931- 500 -YEAR FLOOD LINE \ t' " A H 11 ` SP (AS PER F.E.M.A.) AREA OF RESIDENCE= 6,202 SQ. FT. Ky Q \\ \ \ \. \ �'�s `\ \ \, E T LINE \ 2" 'sP 11' AREA OF DETACHED GARAGE= 570 SQ. FT. O $ o \ \ \ `\ \ i T 1 \ z" RC X956.69 i AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, Oz 9�4 \ \ \ \ 6 \P s 12" SP -ss7 I AND OTHER CONCRETE OR STONE SURFACES O \\ \ `\ \\ \ \ I _ WEST U E 26\ WP jj x956.29 = 20,135 SQ. FT. Z OF IDT \ \\ \ ' 15" 4" hD 4" wP 956 TOTAL AREA= 26,907 SQ. FT I \ `\ \ \ \ 48" ELM s i� AD��NCC13,OACHES 0 TS ET� --��' 955 � 1 AREA NEAR TENNIS COURT 3 \ WEST LINE AREA OF TENNIS COURT= 7,477 SQ. FT. 1 3 0 DESIGNATED RIGHT- F -WA' \ \\ OF L T 5 X958.27 zo ,\ DISTANCE 0 9.1 FET \ �� 4 D 919 554 I TREE ABBREVIATIONS AREA OF BRICK WALLS= 473 SQ. FT. I �. AREA OF WOOD PLATFORM= 644 SQ. FT. ` ` a C X99962 , 953 I HB - HACKBERRY TOTAL AREA= 8,594 SQ. FT 1 \ \ V \ ��� I % i� g j „ .. y� \ \' _ 9 27 OAK i ` 52 SP - SPRUCE- -- - AREA NEAR MAINTENANCE GARAGE I �, I y, A. �I i' % �• 551 RC - RED CEDAR AREA OF GARAGE= 2,157 SQ. FT. 1 - V �`\ �`. 13' MP �s�� x956.74 /' % '� ` 95p AREA OF CONCRETE RAMP= 201 SQ. FT. I ` 9 s ' 26' SCP - SCOTCH PINE AREA OF CONCRETE APRONS= 195 SQ, FT. I o / 9�d \' \ \` �� �� 1 ' AK 26" CT / 945 I - \ tri I4" SP _ 0'00» Rl gq8 t I WP WHITE PINE TOTAL AREA- 2,553 SQ. FT. \ \ - 1 RC ' PP \ ` � \ "OAK 10 / / 947 '•. B I AREA NEAR 1125 MILLSTON HOUSE X931.63 \ 1 RP - RED PINE AREA OF HOUSE= 1,726 SQ. FT. 1 18" CMP `` 2�\30� P y \', c��``,, - 1 63' R ,• 17"946 I Y LD - LINDEN INV 929.67 \ 191, AREA OF PAVER PATIO= 234 SQ. FT. RT \ � s`� 12" 12" 21 ,OAK ` 70 RP 945 I AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ. FT. 1 t 2" MP - MAPLE TOTAL AREA= 3,308 SQ. FT ` N TE: OU OT IS JECT T A PRiyAT \ / 0 9 CA - CRAB APPLE X931.4 x931.58 RAD Y E SEM (NJT AN PUBL ROA`@D i 12 HB I Q 1 A U LITY ASEMENT FOR E BE FIT\ O i _ 943 I Z BT - BUCKTHORN AREA OF MILLSTON ROAD/DRIVEWAY 1 OF LOTS 1, 2, 3, 4 5, BLOC 1, MIL STO \ Q AREA OF MILLSTON ROAD AND DRIVEWAY AS ER RESOL ON 1 ,1013 (DOCUME � \ 2 ", 0",9"1 LD 14" HB ~ o� BR - BIRCH TO PRIMARY RESIDENCE= 17,674 SQ. FT. ' NU ER 1335896 A RESOCU Q!O APPROVI \ �. Kin IP 4 • ,M, g42 h Z 01 a'1 I f I THE LAT 0F'\MILLS \ \\ AK \ 56" 2' 15" WP B -3 ASH I O N BX - BOXELDER TOTAL HARDCOVER ON SUBJECT PROPERTY X931.55 X937.7 t \ \ \\ 0" RC -^I I�i N¢ FF \ \ //�� /{ (��1 /1/1 Di \ �\\ \ 1 CT - COFFEE TR__ r dam= 0 O var a '�i \��, C �I,v � r�{rr � g4 %J W I 26,907+8,594+2,553+3,308+17,674 i 1 59,036 SQ. FT ' X931.70 \ 7 1 0. R \\ OAK 11 SCP C�DaR cR 40 I� 6i WL - WILLOW '15' C \ L- 20 .44 R� \ 3" SCP w o AP - APPLE TREE IOw ao TOTAL AREA OF SUBJECT PROPERTY � \ ` \ 1 " sP CEDARS 1 HB 3g IJc� � BE - BUCKEYE AREA TO O.H.W.=575,378 SQ. FT. IRON PI o i ,\ `` 4„ 556'09'27' " 69' -t CEDARS 9 PERCENTAGE OF HARDCOVER \ � 'AAs MB - RUSSIAN MULBERRY 59,0361575,378= 0.1026 (X f OO)= 10.26% 1 z" SP y� / \ \ _ :' HB » \` \' g3 12' H� LC - LOCUST 9 / OflU I A L} \' , 0" EL w_ 18 I as 14" RC �- 8 - 10„ SP 42••. W FOPWD t/2" ' _ ND 1/2„ FOUND 1/2" N PIPE IL 4'54M(RT H8 = .5.00 R � f RR_ 75.00' ( IRON 937 11",9" H e IRON PIPE S 87 W [R) 12" MP 933 S34'73' _ - - / R 1 2" H 8" HB S46'06'17"E 0.60' S 87 44 24 - - - L= 23D�70'(R)- C �-18_(R _ E,T S35'29'42°E ;6�' SOUTH LINE 5" SP g � R) OUND 1/2" .yam 2" Hg 0 16 MP 93 LP = 50.04' E c C N PIPE OF LOT 5 � 6 SP 8" HE IRO PREPARED FOR: t p 73.834 (R LR 1UT - 8 \EM E 0.74 4. c . ' 6" SP 93 S5T 'RIM 93 » 935 PP _ _ - ' " azo INV 932.89 S RODNEY BURWELL , " 6 _ 935 P 8" S 3�. T 935 13 h 6 HB 1100 MILLSTON ROAD OH OH . R- 1670.02 R - - - - - - -MB t= 47.6 �� 1 6`W_NU _ HB ORONO. MINNESOTA 55391 6 w t!7 (r \ p = 5 (R)'�- 65.86 ` c/o KEVIN KEENAN, LANDSCAPE ARCHITECT 93 ., M `n �= 328.39 (R� 936 1'38'06"(R) U 12" BUCKTHORNS 12" CA SHORELINE,+.. !s/ � V � N 81'09'3l" 12" CA 1�' LM 15 HB KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE cv M CB 15119 MINNETONKA BOULEVARD cO O O RIM 935.15. W ) MINNETONKA, MINNESOTA 55345 1 2" o O id (V " UT PHONE: 952-475-1229 IRON PIPE .9. I / RO-v1`i .INV 932.45 S U :� 36» (R UE UT FOUND 1/2" 936 FOUND 1 2" ti. 80 ° �_ FAX: 952-475-1667 N22'30'15"E 1..95' ? RO -834 - - - - R= 1604.02' R _ ?`J'M,�t� �� UT IRON PIPE CELL: 952-328-2560 10 ASH 2' A 9, D29° ue ARCHITECT: 935 1 „ 9 ASH _ ( 935 CB T LEFFERT TIGELAAR, AIA-�------'-934 40 S .INV 931.40 S ^a CHOICE WOOD COMPANY 934 - 7 $T 8© 59 36» E • �W 3300 GORHAM AVENUE SOUTH r` 15 ST. LOUIS PARK, MINNESOTA 55426 9" ASH t 0" ASH t 4" ASH 12" AS 935 FOUND 1 2",.. 10" ASH 15' ELM 14' ELM 12" ASH 11" ASH = ' } » IRON PIPE . O M N PHONE: 952-924-0043 12' ASH 3 29 Z:) a. CERTIFICATION FAX: 952-924-0269 18.4' 14",13' LD 2",9" LD 2" LD 1 R 392'O7'E 0.35' o CELL: 952-237-7340 ORDINARY HIGH WATER ELEV. SHORELINE AS MEASURED OUTLOT 10" MP 12",8" ASH a tp co' I HEREBY CERTIFY THAT THIS SURVEY, PLAN, (O.H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 15" CMP 10" ELM ~_ O o.. OR REPORT WAS PREPARED BY ME OR /� MINNETONKA /�T (SMITH INV 930.32 8" PVC 9" ELM `+ 9834 Uj UNDER MY DIRECT SUPERVISION AND THAT LAKE ltl�1NNET N A EA� INV 931.22 t 4" ASH \ 933 I R A DULY LICENSED PROFESSIONAL LAND // � SURVEYOR UNDER THE LAWS OF THE STATE ORDINARY HIGH WATER ELEV. 12 ASH INV 930.15 13",1 1 OF MINNESOTA. LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12",12",a° ELM 15" CMP � 14" ASH : HIGHEST RECORDED: 930,52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 3',12" ASH 12" ASH \ 110.3' LOWEST RECORDED: 921.78 FEET (12/16/1937) TL T t 2" MP V I Uh 'URVEY""RTIF1 CATE OF S LAST READING: 928.8 FEET (05/07/2009) MARK D. KEMPER, PLS 1_4_7 ORDINARY HIGH WATER ELEVATION: 929.4 FEET 09033 (09033T.DWG) ELEVATION DATUM: NGVD 1929 DATED THIS ���DAY OF �`� 2009 KEMPER & ASSOCIATES, INC. mom JUL 2 3 2009 CITY OF ORONO HENNEPIN COUNTY COORDINATE SYSTEM NAD83 (1996) BY GPS OBSERVATION UTILIZING MnDOT VRS NETWORK. BASIS FOR ELEVATION: Mn/DOT REFERENCE R /� N TANAGER LADE 1 STATIo ELEV.=N941.501S(NGVD 329) (AS PER REAL TIME GPS Y MEASUREMENTS UTILIZING 0 MINNESOTA DEPARTMENT OF TRANSPORTATION '+) VRS NETWORK) CONTOUR INTERVAL=1 FOOT -963 \\� ORDINARY HIGH WATER ELEV. b " (NGVD29) 964 \�\ W) 929 FEET (N 29) " 4 SP S' SHORELINE AS MEASURED M „ IP 965 76.06''8« ON MAY 20, 2009 r� r. 2 MP 7% 5° 02' s OH \ - T„1. k tf ! PP OH- 568 96�� \� 929.4 17" FIR 2 • BX \ \ 93 y OIL. g 969 s /9)f0 SP 6 HB \ 3y \ AND CONCPUMP FROM O.H.W. \ \ �t `\,� \ �\ \ 85645 +'F s ��R ��P 972.55 62.43' O FOUND 1/2 E f 001.50'(Aq) + �' 15.82 w, ro z °G°�� A;NTE14ANCE GARAGE 15" ASH PIT z rn�\ gs IRON PIPE ? OG yi JP M FOOTPRINT AREA "° MP �\ 0 r f. �� ^l 2.157 SO. FT. i t ` 15.80' 82.70 97.34 1 / gS ;F REFERENCE 0" RP 6" HB // 1 M S FOUND MINNESOTA DOT ® �cj. 1 16 GA LOOK 10" RC 12 RP 10 ` _" 960 RD RUSNMN053" (1990 .ELEV. 972 A 0 18" SP 9 / �g6J ELEV.= 941.501 (NGVD29) ELEV. 972.55 0, / - \� 9 956 �°� GRAVEL 562 GRAVEL 14" 12",12' SCP 16"•HB / ` 57 PATH F O.H. ° \ ,8 LD ADJACENT GARAGE 969 a v 6"•H FROM950 20" 20„ SP 17„ RP H 983\ 75 SETBA 9 8 " H � / MH °j \ BRICK Rlfyl, 9 7.11 96� 16' HB �1 VICINITY MAP �_ -- -- `- - ----\ HB / - - -- - --- -- --1- - -- - - U CA _ --- 9s \ 10" S CB 92 1L' J LD , 7' \ 10". RIr1 964.05 E s "4 J(� \ X972.84 x INV 960.55 SW \9 TR I 7$ ZONING REQUIREMENTS os 5235 s4 coNc.t GRAVEL Mi ^r 7„P 9 \SP WALL . �! _ 965.37 965.10 �i ZONED LR -1A - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT (V 'n1 10 S 8' SP P 10' SUBJECT TO SHORELAND OVERLAY DISTRICT 1 SUBJECT TO FLOODPLAIN MANAGEMENT 666 ' "� \\ \ 11' SP 61.31 � � SP 1-1 \ fir, 12" MP MINIMUM LOT AREA - 2 ACRES /v� 2.. Q O 6„ P 7 SP \� 14" HB ' \\ i BE Va t MINIMUM LOT WIDTH - 200 FEET z i` �\ 96 LP x965.79 U w " SP \ �\i \ j I g6g 1100 MILLSTON ROAD FROM SOUTH MAXIMUM LOT COVERAGE - 15% BY STRUCTURES ( 12 'P \ I \,, ss TENNIS `2 HB 7 SP 250' SETBACK \ 22" HB COURT MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM 565: \ ORDINARY HIGH WATER LEVEL) \ FRO O.H.W. �, % V BUILDING - 30% (250 FEET TO 500 FEET FROM ORDINARY HIGH WATER LEVEL) \ 1 - \ 9� y1 L ss .57 '] f TENNIS o V O" SP COURT MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET /i 12" SP ` y ^ 4� m OVE/KHAN 1 12 • M Q } Y // 5' W 965.75 BUILDING SETBACKS: 5? 7j 90� 0" SP ¢\ 988.74 / 86.0 \ Zl o FRONT - 50 FEET --,are SIDE - 30 FEET v 1' SID 10". \ \ \ 14" P 12" WP RIM D OVERFLOW g70 XM �) EAST LINE V WI Ny f n Y��ttB REAR - 50 FEET L__ LP OF LOT 4 O L! I 8" -AP WESTERLY LINE J I� ORDINARY HIGH WATER LEVEL - 75 FEET 12" SP OFLOT3 LINE 3" B \ x966.18 \ 6c r i F LOT 4 V7 .�7 \ c m 1= (AS PER CITY OF ORONO ZONING CODE) 963 }} 19" HB _ 96 1 966.88 \ 9 -� Z 1100 MILLSTON ROAD FROM NORTH SP 8" AP (_t0"• APAP �c // 1 J }_ (W Ia z EAS LINE I 14",14" MP ,\�e `� 9 - CB- - O 0-0 18" H 11" SP .10V- RIM 967.61 1 1 INV 965.41 10 AP 1 AP 4,,. A CA 5., CA P�0 I 68.03 968.06 11" LM FLOOD ZONE NOTE �'' r 5OF LO 2' CA o 'Y' n A Q O 1 971.23 971.34 6.21 50' CKa."`' SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE X 962 10' AP 6' As' / 970. FK M O.H.W. 96® o"I He 8" H 6 O \c 12' ELM ` AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, x , �� 6g m 9 I e K A MINIMAL PORTION LIES WITHIN FLOOD ZONE A' AND AE" 10 AP 7" sH ( r r „ » 4>^ 9 D ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10'• A•, a" As AGENCY FLOOD INSURANCE RATE MAP NO. 27053CO304E \ 7" ASH 7" H� ASK / 970 ( POND o P INLET / PAA s 1 M ±z 1 ",$" ELM EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS o sORL3 SNE ��`' > ; INV 969.32 41' ELM WITHIN FLOOD ZONE A AND AE" ARE THOSE BEING � � Al 6 BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN 28" P / g6� �` I HEREON IN RED. 20 W 96 969 24 20 zJ WP 2 97 972 c s"�12" HB H MILLSTON ROAD 6 27" P o sss OUTH LINE 1125 MI / 2' WP v� 0 LOT 4 g� I ..; 4' 14" 97D S 4SH S O m t" B 971 °�^ 30" ASH 973 I °v„' PIP 8" 20" SP HB 18" HB \ 26„ �P 27 WP „ g71 19 ,, WP 18 WP 25' WP � '2 E 65 p FOUND i/2" '� 972 2 17" SP LP X33 E ,,,art#$ 973.26 LP N I Mx 30' WP i R LEGAL DESCRIPTION IRON PIPE v o 1 WP 9 35 a 973.08 u v a 973.11 19 I t WP 1t RC 8" SP DRAIN 1 D NaL 4 < 4 4 4 37.61 S13'S8'S1"E 0.82' -� 0 RC t7 W w �_�973 8 MPW 1. RC NORTH UN�` o v gONCRETE `� a4 OF LOT, 5. a 973.07 a RIAt 97.86 4" OAK, 973.52' a CERTIFICATE OF TITLE N0. 795619 1... o R 6 R , 1s wP 9., R / FOUND 1/2 RIM 97,2!58, n, R 4' WP 11 C 972.42 / 15\ WP 2 RC a % ET TR 10",�" M$ Lots 1, 3, 4, 5, Block 1 and 2 1, ' R SON PI 9" �O.bO' 973.18 LF 3" LC Imp DRAIN 16" WP I. Outlots A, B and C, ate, N 16',12' o Rc o IM 20" WP - OAK Miilston o ts� `° R 1 W w 8, o i5" RC 1 H s73.3o 4" Lc� a DRAIN AC RiIM973.27 x Orn. \ 12 10' RCr o Subject to drainage and utility easements N,a• d? 2 R t4 C �l '. o RIM 973.38 INV 968.171 I MAINTENANCE GARAGE as shown on plat; (AS t0 Lots 1, 3, 4 ( N 12', 2', R� 4 RC 17" WP , P 12' C 14 10" RC 6L�� . : °j 973.38 973.47 873 CONCRETE UNIT,/(FLOWS N ) and 5, Block 1) 3''s 2 R 6 C \ 1 •° sP a ti FOUND 1/2" ✓ R 2',11 R 4\ RC / ^3 I P y ° I K Subject to a reservation as Shown in IRON PIPE 0.78 30" WP 0 R 2 RC RC g ,3S LP 973,70 x974.42 2� 6° CA CONCRETE Deed Doc. No. 1449512; (As to Lot 1, \�' 1 ' t RG \ BRICK oo ; 974 4 �, 9' RC O a c, Co N X SOUTH OU 0 U2 E 2 R C i 'R t ri y m ¢ BRICK Block 1, Outlot A and an undivided \, v Rc 1/2 interest in and to Outlot C} FOUND 1 2" I » 10 Rc DRAIN a® /1 RC rn 2.59' 2.52 974.73 97 DRAIN 4 i0 IRON PIPE =9\,,\S 89-56"4 12 RC ` w a a r� � C M 8" LC RIM d„ 9747-,=. J RIM 973.721 � P Subject to the interest of the Town Of 820'39'01"E 0. S 89'53'33"�(R) 29" yJp �' �ki a` g RC 14' ' C 7 R 973.75 6, MP J < INV $677 T Orono for the benefit of the public in 1936\ s, s a� c Rco� c s Rc . 973.49 197 .97 II- ¢ ;, (FLOWS NORTH and to the West 199 feet of Street or --t ¢ o -� _ 19.15 40,,. R co X w o g)® a) LO Road lying North of Lot 10, s� 16" S '� �. , /»- `� mac' � �15" GINGKO ., � �� � ,< 44"88.40 1 " EL z r� °' O „ 9 S . 24 E 96 I \ 0.52' 0.4j 6m ni ns s } $ GARAGE �� w Rearrangement of Orono Paint as s NORTH NE S I ` �,G•7g' o „ GARAGE 44 S \ 2.9 a FLOOR 9 6+ platted November 5th, 1903 and filed s OF LOT 1\ 13' cA �1 971.40 �' " 10.02 �,h° 574 FLOOR 4 974.92 �S DOCK ON TANAGER LAKE for record in the office of the Register I PP )\3 SP Fo D ` t2"•cA` N sac FIRST FLOOR s74sa 974.78 n 97 30 >; o 14.04' ELEV= 975.30 o x74'4$ O W 0 of Deeds of Hennepin County, Minnesota `9 IRON PI \ "'CA 12 CA 964 I ! Y n �� ro UNITS z8 w N 27.62• M 0 on November 20, < I 19'1 0.80 12 ' 1 32 MP ( ¢ THRESHOLD 9"• MP o ro z 1903 in Book 12 of ( 1 MILLSTON G o w , I m ELEV= 973.79 1 Q R W GARAGE Plats, page 512; (As to all of above 3" sP\ N :. I. \ _ _N .. - CM 0 4. 57o se. FT. ° WE - \ 14', \ 2"• CA t 2' • C�. 17„• CA. _ 32.75 SAY ' land except Lots 1 and 3, Block 1, m \ �\ rrz"•c I BulL01N0 ou rRilyTOA O - \ 3�„ N 6 I 6\ H \ 1 WINDOW 25.28' o„ E 27.65' 4' WP r 971.26 2:63 AREA= 6,202 SQ. FT. 97 . 973.98 Oudot A and an undivided 1 2 interest �� 9 \ \ N. 9 / O. a S� \ c7� rn 192 I \ AS JH 973 t 32.22 n O DRAIN SMUT GENERATOR 0 in and to Outlot C) I 12"• CA 13.27' CL N z = \ \ 11 SP 2" CA \ n ( 7' • B N 575.13 d RIM 974.88 O I DRAIN STON 3 20.15' LOT AREA SUMMARY g� HB PLAY SET/ �4" Hg\ I o Gi 1 '• CAS 27' WP \ "•CA I �6� CB �20" ASH \ - DECK y0 OQ 7" B gw 1 2 \ \ I \ \ \ 9�3 DRAIN (/ 8" HB 372.38 1 S d o I 8 RC\ \ 2 WP 1 \ o RIM 74. DRAIN BRICK DRAIN 6" HB „ LOT 1, BLOCK 1, MILLSTON Z ao \ � V \ IN 96 .48 =_ RIM 9. og 15 HB =94,043 SQ. FT OR 2.1589 ACRES z \ 7" P MAESTRO LUCY �s2 \ \ 197a. a RLM 197 1a OVE ANG 14" ELM wI I = 9S \ 27' P tFs ... I J 19 \ 7 g J 97301 18"• LC ^g�2. LOT 3, BLOCK 1, MILLSTON 1 0 0 �s� �1 29" WP I �8" RP \ POOL (AREA OF LOT TO SURVEY LINE) 38 M ffi �, =90,495 SQ. FT. OR 2.0775 ACRES I \ �I 11 \\ \ 1". LD g�^� 8•, HB Q I (AREA FROM SURVEY LINE TO O.H.W.) A LEGEND �,q 55.32 I 958.8 � 20,1 ( I �� . 8" RP � 972.67 972.86 Z I =1,090 SQ. FT OR 0.0250 ACRES I 24.27' GARAGE FLOOD �\ 5 H o -936- EXISTING CONTOUR LINE (TOTAL AREA OF LOT 3) 9 "•H � ELEV. 957.05 I 21" SP 972.72 ,� Io a =91,585 SQ. FT OR 2.1025 ACRES I �\ � BITUMINOUS DR�EWAY g7 ` .=0 N?� x937.33 EXISTING SPOT ELEVATION "' 7 5,14 B •, Y I 12' BR \ 0' C / (/3 LOT 4 BLOCK 1, MILLSTON I 0 s 119" 7" \ 19 ASH 19 , c v W I~w MHO MANHOLE 4� \\ Z 2.27' 7 R Z S ____� O UJ I (AREA OF LOT TO SURVEY LINE) I o"•cA o O g 'i3" BR 119 \ s s-- � f5 TR pT TELEPHONE RISER =101,583 SQ. FT. OR 2.3320 ACRES �� 12' SP ` -- 14 SP g�D I m 9116 d 7"I iti WZ � CTV © CABLE N RISER (AREA FROM SURVEY LINE TO O.H.W.) 0, N _ z /� ss W" B 25" ASH \ t B W w =2,113 SQ. FT OR 0.0485 ACRES n s4s ° I,N �' / \ z`` (TOTAL AREA OF LOT 4) WIZ M944 ¢ on 9S, \ Ito" BR \ STONE \\ 969 0 _O i o ET ELECTRIC TRANSFORMER a N SHOLD \ ` 11 BR WALLS 22" ASH EM � ELECTRIC METER =103,696 SQ. FT OR 2.3805 ACRES < �9 r V. 958.46 10" SP �- I o m s W LKO \2 WP GMI� GAS METER LOT 5, BLOCK 1, MILLSTON ¢� EL 49.6 26.56*G 956.55 13 i 568 2" HB I =246,051 SQ. FT. OR 5.6486 ACRES I sb' 2 A ssh•7' GM \961 \ , 1q_oo1 EAST L E I ® AIR CONDITIONER N I I 956 12" SP 2� WP 960 \ 16 SR FID #I')- MB 9 OF LOT 1 " HB I MBS MAIL BOX OUTLOT A, MILLSTON 1S„ s� (AREA OF LOT TO O.H.W.) I 8 13" SP ( 9 959 �\ 27" ASH ` 14" H ( -UE- UNDERGROUND ELECTRIC =2,497 SQ. FT. OR 0.0573 ACRES I 9S 15 BR 4" HB x12" 10"- 1 Sys \ 3",10" IHB - UT - UNDERGROUND TELEPHONE OUTLOT B, MILLSTON I �o �� \ 0" SP I 14- W -J o 8 966 \, I - G - UNDERGROUND GAS (AREA OF LOT TO O.H.W.) I i ,,, i°�,, ' n N \ ONE = 950 SQ, FT. OR 0.0218 ACRES s 5" SP Lo wAL ". Hg A w I O � �\ \ I - ST - STORM SEWER I i `� i SP OLo V \ o OUTLOT C, MILLSTON I P I 1 \9S \ O K3 z 96 �, -ci I -OH- OVERHEAD UTILITY UNIES =36,556 SQ. FT. OR 0.8392 ACRES I \\6' \ I \\ iP o \ s, \ s HB'•..,o" ASH I CB (5 CATCH BASIN TOTAL AREA OF SUBJECT PROPERTY "m„ �J, I �\ r' SP ;1. 2I s� \ \ 564 a,. H I LP OS LIGHT POLE (LOTS 1, 3, 4 & 5, OUTLOTS A, B. C) I \ T1 ' ss� \ 1 , P „I �, \ I PP 0 POWER POLE =575,378 SQ. FT. OR 13.2089 ACRES I I \1�,. S M 1z" SP 2 ss \ 96,3 1 z ' I DENOTES DIMENSION s' \ 10' 3 � 9 \\\ \9S \ t0 S o I (M) MEASURED DURING THE f \ 6„ \ ` \ 13" SR O 7" S 14" SPS \ 962 1 HB I COURSE OF THIS SURVEY HARD COVER SUMMARY \ \``, \�, 9sp �� " S 10" P c DENOTES RECORD o �, I4" A \ ` 961 I (R) DIMENSION AS PER PLAT 9tr� ` \\ 7 S ( OR LEGAL DESCRIPTION THESE AREAS ARE GROUPED BY VICINITY TO U-) \ \ "ASH\ \ 1 " ASHD S C7" SP SP X956.16 x956.62 \ 17" ASH 960 DENOTES SET SURVEY EXISTING STRUCTURES SHOWN HEREON. 6 HB \ 9 B I • MONUMENT MARKED W ,, \ \ \ \ t6\ SP 5" SP c� 959 I "KEMPER 18407 AREA NEAR PRIMARY RESIDENCE X1100 MILLSTON) M N a , T 3 A \ i' H `' LU 0 SID -931- 500 -YEAR FLOOD LINE \ t' " A H 11 ` SP (AS PER F.E.M.A.) AREA OF RESIDENCE= 6,202 SQ. FT. Ky Q \\ \ \ \. \ �'�s `\ \ \, E T LINE \ 2" 'sP 11' AREA OF DETACHED GARAGE= 570 SQ. FT. O $ o \ \ \ `\ \ i T 1 \ z" RC X956.69 i AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, Oz 9�4 \ \ \ \ 6 \P s 12" SP -ss7 I AND OTHER CONCRETE OR STONE SURFACES O \\ \ `\ \\ \ \ I _ WEST U E 26\ WP jj x956.29 = 20,135 SQ. FT. Z OF IDT \ \\ \ ' 15" 4" hD 4" wP 956 TOTAL AREA= 26,907 SQ. FT I \ `\ \ \ \ 48" ELM s i� AD��NCC13,OACHES 0 TS ET� --��' 955 � 1 AREA NEAR TENNIS COURT 3 \ WEST LINE AREA OF TENNIS COURT= 7,477 SQ. FT. 1 3 0 DESIGNATED RIGHT- F -WA' \ \\ OF L T 5 X958.27 zo ,\ DISTANCE 0 9.1 FET \ �� 4 D 919 554 I TREE ABBREVIATIONS AREA OF BRICK WALLS= 473 SQ. FT. I �. AREA OF WOOD PLATFORM= 644 SQ. FT. ` ` a C X99962 , 953 I HB - HACKBERRY TOTAL AREA= 8,594 SQ. FT 1 \ \ V \ ��� I % i� g j „ .. y� \ \' _ 9 27 OAK i ` 52 SP - SPRUCE- -- - AREA NEAR MAINTENANCE GARAGE I �, I y, A. �I i' % �• 551 RC - RED CEDAR AREA OF GARAGE= 2,157 SQ. FT. 1 - V �`\ �`. 13' MP �s�� x956.74 /' % '� ` 95p AREA OF CONCRETE RAMP= 201 SQ. FT. I ` 9 s ' 26' SCP - SCOTCH PINE AREA OF CONCRETE APRONS= 195 SQ, FT. I o / 9�d \' \ \` �� �� 1 ' AK 26" CT / 945 I - \ tri I4" SP _ 0'00» Rl gq8 t I WP WHITE PINE TOTAL AREA- 2,553 SQ. FT. \ \ - 1 RC ' PP \ ` � \ "OAK 10 / / 947 '•. B I AREA NEAR 1125 MILLSTON HOUSE X931.63 \ 1 RP - RED PINE AREA OF HOUSE= 1,726 SQ. FT. 1 18" CMP `` 2�\30� P y \', c��``,, - 1 63' R ,• 17"946 I Y LD - LINDEN INV 929.67 \ 191, AREA OF PAVER PATIO= 234 SQ. FT. RT \ � s`� 12" 12" 21 ,OAK ` 70 RP 945 I AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ. FT. 1 t 2" MP - MAPLE TOTAL AREA= 3,308 SQ. FT ` N TE: OU OT IS JECT T A PRiyAT \ / 0 9 CA - CRAB APPLE X931.4 x931.58 RAD Y E SEM (NJT AN PUBL ROA`@D i 12 HB I Q 1 A U LITY ASEMENT FOR E BE FIT\ O i _ 943 I Z BT - BUCKTHORN AREA OF MILLSTON ROAD/DRIVEWAY 1 OF LOTS 1, 2, 3, 4 5, BLOC 1, MIL STO \ Q AREA OF MILLSTON ROAD AND DRIVEWAY AS ER RESOL ON 1 ,1013 (DOCUME � \ 2 ", 0",9"1 LD 14" HB ~ o� BR - BIRCH TO PRIMARY RESIDENCE= 17,674 SQ. FT. ' NU ER 1335896 A RESOCU Q!O APPROVI \ �. Kin IP 4 • ,M, g42 h Z 01 a'1 I f I THE LAT 0F'\MILLS \ \\ AK \ 56" 2' 15" WP B -3 ASH I O N BX - BOXELDER TOTAL HARDCOVER ON SUBJECT PROPERTY X931.55 X937.7 t \ \ \\ 0" RC -^I I�i N¢ FF \ \ //�� /{ (��1 /1/1 Di \ �\\ \ 1 CT - COFFEE TR__ r dam= 0 O var a '�i \��, C �I,v � r�{rr � g4 %J W I 26,907+8,594+2,553+3,308+17,674 i 1 59,036 SQ. FT ' X931.70 \ 7 1 0. R \\ OAK 11 SCP C�DaR cR 40 I� 6i WL - WILLOW '15' C \ L- 20 .44 R� \ 3" SCP w o AP - APPLE TREE IOw ao TOTAL AREA OF SUBJECT PROPERTY � \ ` \ 1 " sP CEDARS 1 HB 3g IJc� � BE - BUCKEYE AREA TO O.H.W.=575,378 SQ. FT. IRON PI o i ,\ `` 4„ 556'09'27' " 69' -t CEDARS 9 PERCENTAGE OF HARDCOVER \ � 'AAs MB - RUSSIAN MULBERRY 59,0361575,378= 0.1026 (X f OO)= 10.26% 1 z" SP y� / \ \ _ :' HB » \` \' g3 12' H� LC - LOCUST 9 / OflU I A L} \' , 0" EL w_ 18 I as 14" RC �- 8 - 10„ SP 42••. W FOPWD t/2" ' _ ND 1/2„ FOUND 1/2" N PIPE IL 4'54M(RT H8 = .5.00 R � f RR_ 75.00' ( IRON 937 11",9" H e IRON PIPE S 87 W [R) 12" MP 933 S34'73' _ - - / R 1 2" H 8" HB S46'06'17"E 0.60' S 87 44 24 - - - L= 23D�70'(R)- C �-18_(R _ E,T S35'29'42°E ;6�' SOUTH LINE 5" SP g � R) OUND 1/2" .yam 2" Hg 0 16 MP 93 LP = 50.04' E c C N PIPE OF LOT 5 � 6 SP 8" HE IRO PREPARED FOR: t p 73.834 (R LR 1UT - 8 \EM E 0.74 4. c . ' 6" SP 93 S5T 'RIM 93 » 935 PP _ _ - ' " azo INV 932.89 S RODNEY BURWELL , " 6 _ 935 P 8" S 3�. T 935 13 h 6 HB 1100 MILLSTON ROAD OH OH . R- 1670.02 R - - - - - - -MB t= 47.6 �� 1 6`W_NU _ HB ORONO. MINNESOTA 55391 6 w t!7 (r \ p = 5 (R)'�- 65.86 ` c/o KEVIN KEENAN, LANDSCAPE ARCHITECT 93 ., M `n �= 328.39 (R� 936 1'38'06"(R) U 12" BUCKTHORNS 12" CA SHORELINE,+.. !s/ � V � N 81'09'3l" 12" CA 1�' LM 15 HB KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE cv M CB 15119 MINNETONKA BOULEVARD cO O O RIM 935.15. W ) MINNETONKA, MINNESOTA 55345 1 2" o O id (V " UT PHONE: 952-475-1229 IRON PIPE .9. I / RO-v1`i .INV 932.45 S U :� 36» (R UE UT FOUND 1/2" 936 FOUND 1 2" ti. 80 ° �_ FAX: 952-475-1667 N22'30'15"E 1..95' ? RO -834 - - - - R= 1604.02' R _ ?`J'M,�t� �� UT IRON PIPE CELL: 952-328-2560 10 ASH 2' A 9, D29° ue ARCHITECT: 935 1 „ 9 ASH _ ( 935 CB T LEFFERT TIGELAAR, AIA-�------'-934 40 S .INV 931.40 S ^a CHOICE WOOD COMPANY 934 - 7 $T 8© 59 36» E • �W 3300 GORHAM AVENUE SOUTH r` 15 ST. LOUIS PARK, MINNESOTA 55426 9" ASH t 0" ASH t 4" ASH 12" AS 935 FOUND 1 2",.. 10" ASH 15' ELM 14' ELM 12" ASH 11" ASH = ' } » IRON PIPE . O M N PHONE: 952-924-0043 12' ASH 3 29 Z:) a. CERTIFICATION FAX: 952-924-0269 18.4' 14",13' LD 2",9" LD 2" LD 1 R 392'O7'E 0.35' o CELL: 952-237-7340 ORDINARY HIGH WATER ELEV. SHORELINE AS MEASURED OUTLOT 10" MP 12",8" ASH a tp co' I HEREBY CERTIFY THAT THIS SURVEY, PLAN, (O.H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 15" CMP 10" ELM ~_ O o.. OR REPORT WAS PREPARED BY ME OR /� MINNETONKA /�T (SMITH INV 930.32 8" PVC 9" ELM `+ 9834 Uj UNDER MY DIRECT SUPERVISION AND THAT LAKE ltl�1NNET N A EA� INV 931.22 t 4" ASH \ 933 I R A DULY LICENSED PROFESSIONAL LAND // � SURVEYOR UNDER THE LAWS OF THE STATE ORDINARY HIGH WATER ELEV. 12 ASH INV 930.15 13",1 1 OF MINNESOTA. LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12",12",a° ELM 15" CMP � 14" ASH : HIGHEST RECORDED: 930,52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 3',12" ASH 12" ASH \ 110.3' LOWEST RECORDED: 921.78 FEET (12/16/1937) TL T t 2" MP V I Uh 'URVEY""RTIF1 CATE OF S LAST READING: 928.8 FEET (05/07/2009) MARK D. KEMPER, PLS 1_4_7 ORDINARY HIGH WATER ELEVATION: 929.4 FEET 09033 (09033T.DWG) ELEVATION DATUM: NGVD 1929 DATED THIS ���DAY OF �`� 2009 KEMPER & ASSOCIATES, INC. mom JUL 2 3 2009 CITY OF ORONO