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Q p 4j, X1000.3 3 Lo x1000.7 / o t •", t\ ' \ Q774 \ \ XggO. jSO' J 988.6\ \ r FRQ \T l t I? ', X1001.5Qj `. PVI000.1 001.2x` CK/ o 6.0 \ o X 87;� \Z { , tl/....,.\ "`,..\` 1000.3 \ X 988.8 5Zg8 6 1\ 0 1 i , , t \ ,,\ y x886.1 \ / \ -4 `PVC \ \ t t i v , U .. X P ops 9 k �� ,., �, ,;' 1 \ 978.4 \� s�, Av \� ~1 919 v �\ �0 9 � 1000.6 ACP \\ `' \ \M E g47.7 �h o �o� �� g, `� �\ 91 � /l 9g8.e. x10824 Q \ Xg77,6 X1001.4 t \ / 3' X1002-6' " ti ~\ \ O \0 'CA .� EASEMENT PEf� i � ,�i \ t�'- \ � �`� ~. y. '`X,ggB:X p i 9 _ .. _ i�, � ,. X (381.0 � �,. [10 0, N,O. X56 331. ,z 0Y \� O C \ k --- x48,4. `y \ \ , / ` °' ` qq5"8 age"I f 'd0 „.,," o29 8(38.4 S` q 2 120. 00 , + i o �E s L✓' t Xg80.4`, 2t i X g7 \ \ i \ 9� o ,�4 .� \ \ ti `a� \ x884.6 ' X q87 5 00q.1 z 0 F\ � ��'/V,Q, 7- ., �� . , � ` •....r � � � ' \ 03.5 _ \ FL ETRICt`AS�M NT v 1 \ \ \\. 's\ \ �\ \t \ \ \ ~`•. 84:2 X9(30.0 \ \ 882.6 i t PER �CC VI/ 7 43.0 i , :1 >, ig3 03 ti v ~vimv y (Ni qql,l a 9 ~ O,", ' ,v v9 987.7 rL� � Il /t i �� hJrI it \\,, \ v 1 LEGEND: ur ou i 4 ? `t 1 I ° TELEPHONE PEDESTAL O i 47L5 SANITARY CLEANOUT INITIAL ISSUE � HOUSE d I ...syph CABLE TV PEDESTAL (LYING OUTSIDE PRIVATE ROAD EASEMENT) C} AC AIR CONDITIONER WALLS WATER WELL EM ELECTRIC METER 0 D 27 �. ELECTRIC PEDESTAL MB MAIL BOX PARCEL MINUS ROAD EASEMENT GAS VALVE GAS >a Ate, .Y d55 5 454 871.7 z '_ Xg71.1 X 872.6 X X -, X 987 X q87 P] X1005.3 ' Xg70.8 ,X c172.4 €` v : °(371.8s X871.2 \ X872.1 \ XgB�.g i i i If 1005.1 1 kk X476.8 is FOUND 1/2'x-X871.4.IRON PIPE t av_"�` X873.5 � X875.2 € X�81.� _ � _ (371.1 ;' ; FQUND I/=2 I 971.7 ... r -- FOUND I/2 1 ! g7!.4xr r` t IRAN t`PP--' X1005.1 t --FOUND Ill r. 1.� IRAN PIPE {' }` {` _ SIGN - \ I y{ IRON PIPE c0 ? FOUND IRON PIPE } {. X10013 r (0.2"W, 0.rN OF COR-) c} g g715X cJ25.00 880.6 i N89 21'23"EX f _._ - - _ 101.41 - 1 X 1004.8 _..; _ POOL &OUIP. -"X q8kI001.2 ` f I i ` A 33: ' ' r f r ; X10 4.7 X'(381.2 ___.... a3 O i:� `''/ ..%'" r'"` _ _., _._w�..,«-.._._ - .• .,--�` „ ,« f! % f -i' r Vis` I { p38 X C1 Y` ,. .. , k 1 1 { q7 3 Xg68, r ,lJt" i �+ r .„.,.,�-"" Sad / rrr i � t O fI� t� ? SE.V✓ lJt r' i X gO (3.7 O _ X870.3 ? /i r"' / ✓ \ 41 ',.. 985.7( �1fV s F t } r { I�sg8q. P ,.. 99 . O f ,X 868.0 \ i \ �� < .M y .✓ I i i / r'' \ \ 10032 i r: X971,5 / r'' X46g.g 871.8 ?C(381 I 8 ,l' i ,. -_.._ _. '' ...-„'"�� p +g8g 6 I��-...,.-... Xgg0.2 9 Ii 99 X1005.8 aA "._ 0'h j' 871.5' .r % gag - X99 - 0 REAR `SETBACK c \oo \ 1 L f \ 907,. TP 1 r / \ 1 X 871.2 , a I.q c 0.3- pgy \0 / o R /�\ �: .•'� coo \ X1007.3 i X017 ,\ `' '` '} i ; ZI 6 N �,. ry UQ'� (j. 000'8 I00k.3 /POUN I° /J;r } C co \ \: ,` \ i \ ��' �-WALK-OUT 2t8 998 ��0 (;, \000' 1 RON PIPE f=` ELEV=gg1.0 / s t IV i x EXISTING BUILDING / \0 �.i,, � 6 i `13• Vis.. �- \` , -1001.2 /-ROOF ELEV (MEASUREMENTS TO t \ (373.5X... ,ray ? i z, i '1 o+ ag1.0 1 =1023.7 FOUNDATION EXTERIOR) 1 --FLOOR ELEV02 a8 X X 43A =1001.5 - % 2 00,' I 1.8 I mow; %.. f1 i4 7 x 82{7 x873.7 J '. \ / �NF/ \Q { ` \ \ X88(35 9 9p ; iT/ I O \ i, -`�• € -A��; i i 3 I q / / _:{- cr. � 00,8 i i � I` 5 f / I o 1 1 .4�. 4 8 i} t 9 1 �i i Q i l i t � •R x \ o- O , ' g72.3i , , X-g7�.3 \ o i} r;, I .'fir / 0 �f 10005 g> 9 I ! �L / „ 9 r `, 9 0.a. _ X(3(30.5 h 9 � 9 a i \ Xq7 .7 j / 0 9 9 f, i Xg76.\.. /✓ \ \0 1000.q / I iXqql. t 475.8 00 X10 \ I X1000.2 (3vi oa ] 1 X g4,11.5 ft / g9�i a ? t 'X 73.1 \' \ \ X ... Q p 4j, X1000.3 3 Lo x1000.7 / o t •", t\ ' \ Q774 \ \ XggO. jSO' J 988.6\ \ r FRQ \T l t I? ', X1001.5Qj `. PVI000.1 001.2x` CK/ o 6.0 \ o X 87;� \Z { , tl/....,.\ "`,..\` 1000.3 \ X 988.8 5Zg8 6 1\ 0 1 i , , t \ ,,\ y x886.1 \ / \ -4 `PVC \ \ t t i v , U .. X P ops 9 k �� ,., �, ,;' 1 \ 978.4 \� s�, Av \� ~1 919 v �\ �0 9 � 1000.6 ACP \\ `' \ \M E g47.7 �h o �o� �� g, `� �\ 91 � /l 9g8.e. x10824 Q \ Xg77,6 X1001.4 t \ / 3' X1002-6' " ti ~\ \ O \0 'CA .� EASEMENT PEf� i � ,�i \ t�'- \ � �`� ~. y. '`X,ggB:X p i 9 _ .. _ i�, � ,. X (381.0 � �,. [10 0, N,O. X56 331. ,z 0Y \� O C \ k --- x48,4. `y \ \ , / ` °' ` qq5"8 age"I f 'd0 „.,," o29 8(38.4 S` q 2 120. 00 , + i o �E s L✓' t Xg80.4`, 2t i X g7 \ \ i \ 9� o ,�4 .� \ \ ti `a� \ x884.6 ' X q87 5 00q.1 z 0 F\ � ��'/V,Q, 7- ., �� . , � ` •....r � � � ' \ 03.5 _ \ FL ETRICt`AS�M NT v 1 \ \ \\. 's\ \ �\ \t \ \ \ ~`•. 84:2 X9(30.0 \ \ 882.6 i t PER �CC VI/ 7 43.0 i , :1 >, ig3 03 ti v ~vimv y (Ni qql,l a 9 ~ O,", ' ,v v9 987.7 rL� � Il /t i �� hJrI it \\,, \ v 1 LEGEND: ur ou 0 FOUND MONUMENT ° TELEPHONE PEDESTAL O SET 112" IRON PIPE Co SANITARY CLEANOUT INITIAL ISSUE MARKED RLS NO. 25718 HOUSE SANITARY MANHOLE Tv CABLE TV PEDESTAL (LYING OUTSIDE PRIVATE ROAD EASEMENT) HYDRANT AC AIR CONDITIONER WALLS WATER WELL EM ELECTRIC METER wM WATER METER Ep ELECTRIC PEDESTAL MB MAIL BOX PARCEL MINUS ROAD EASEMENT LIGHT POLE X g50.O SPOT ELEVATION PRIVATE DRIVE PAVEMENT GUY WIRE (LYING WITHIN TRACT H) CONIFEROUS TREE -0- POWER POLE T ' 52.7% CITY REVISIONS GAS MANHOLE DECIDUOUS TREE cn GAS METER ' ur 1230 ur ou ou UG UG FROM THE CENTERLINE OF THE PRIVATE ROAD. EXISTING AREAS -X-X- X INITIAL ISSUE 1230 UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS SANITARY SEWER FENCE CURB [TYPICAL] CONTOURS CALL BEFORE YOU DIG! Gopher State One Call V TWIN CITY AREA: 651-454-0002 TOLLFREE: 1-800-252-1166 LEGAL DESCRIPTION: Tract H, Registered Land Survey No. 1098, Hennepin County, Minnesota. The boundary line; of which have been established by Judicial Landmarks as shown on Plat of Survey and certification as to location thereof filed October 29,1963 in Torrens Case No. 1 5271 , in District Court, Fourt Judicial District, Hennepin County, Minnesota. (Per Certificate of Title No. 1389468) AREA: TRACT H PARCEL AREA = 65,685 SQ. FT. = 1.51 ACRES AREA SUBJECT ROAD EASEMENT = 15,485 SQ.FT. = 0.36 ACRES PARCEL MINUS ROAD EASEMENT = 50,200 SQ. FT. = 1 .1 5 ACRES TITLE NOTES: 1 . Subject to grant of non-exclusive easement for private road per Doc. No. T835058, and T852176. 2. Subject to Agreement per Doc. No. 851950. 3. Subject to NSP Easement per Doc. No. T856330. 4. Subject to Minneapolis Gas Company Easement per Doc No. T856331. *All easements and agreements shown per Certificate of Title No. 1389468. Additional easements of which we are unaware may exist. BENCHMARKS ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC WEBSITE. SURVEY DISK 2713 F WITH AN ELEVATION OF 979.83 WAS USED TO ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88) SURVEY NOTES: 1 . BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE HENNEPIN COUNTY SURVEYORS OFFICE. 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE FEATURES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF ORONO. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4. NO JUDICIAL LANDMARKS FOUND. FLOOD INFORMATION: BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN ZONE "X" OF FLOOD INSURANCE RATE MAI', COMMUNITY PANEL NO. 270760306E WITH AN EFFEC'T!VE DATE OF SEPTEMBER 2, 2004. ZONING & SETBACK *ALL ZONING AND SETBACK INFO PER EMAIL FROMK MELANIE CURTIS, PLANNER CITY OF ORONO ON APRIL 22, 201 S. ZONING: RR -1 B SETBACKS: FRONT/STREET: 50 FEET SIDE: 30 FEET REAR: 50 FEET *FRONT SETBACK SHOULD BE MEASURED FROM A POINT 25 FEET FROM THE CENTERLINE OF THE PRIVATE ROAD. EXISTING AREAS 05-08-15 INITIAL ISSUE (IN SQ. FT.) HOUSE 2644 BITUMINOUS DRIVE 3723 (LYING OUTSIDE PRIVATE ROAD EASEMENT) CONCRETE 187 WALLS 448 STONE SURFACE 1 256 BUILDING OVERHANG 305 (COVERING PERVIOUS AREAS ONLY) 01-20-16 TOTAL NON -ROAD IMPERVIOUS 8563 PARCEL MINUS ROAD EASEMENT 50,200 IMPERVIOUS 17.0% PRIVATE DRIVE PAVEMENT 8165 (LYING WITHIN TRACT H) AREA OF ROAD EASEMENT 1S,485 %IMPERVIOUS 52.7% EXISTING ELEVATIONS: GARAGE FLOOR = 1000.3 LOWEST FLOOR = 991.0 MAIN FLOOR = 1001.5 CHICHI STEINER TOM RASSIEUR PROPERTY ORONO, MINNESOTA CONTACT: STEVEN STREETER STREETER & ASSOCIATES 1 831 2 WAYZATA BLVD. WAYZATA, MN 55391 PHONE: 952.449.9448 EMAIL: sstreeter@ streeterhomes.com COUNTY/CITY: H EIV IV E P I IV C D U IV TY C TY O F REVISIONS CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dan I L. Thurmes Registration umber: 25718 05-08-15 Date:------------------ PROJECT LOCATION: l O 5 O EDGEWOOD HILL ROAD PID#0211723130003 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651 .275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME ASBSTR30 PROJECT NO. STR1 5030 AS -BUILT SURVEY 1060" e wood 14i' l B Rol Z010 - pdo nr As-- stat (+- SU 1V1q RECEIVED JAN 0 � c2m CITY OF ORONO DATE REVISION 05-08-15 INITIAL ISSUE OS -08-15 CONTOUR LABELS 05-22-15 UPDATE NAME 12-31-15 PROP. IMPROVEMENTS 01-06-16 REV. PER L.A. 01-20-16 INITIAL PROP. SUBMITTAL 02-02-16 CITY COMMENT REV. 02-05-16 LOCATE/ADD EX. SILT FENCE 04-25-16 CITY REVISIONS 06-28-16 REVISE HOUSE/SITE PLAN 07-27-16 CITY REVISIONS 12-29-17 AS -BUILT SURVEY CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dan I L. Thurmes Registration umber: 25718 05-08-15 Date:------------------ PROJECT LOCATION: l O 5 O EDGEWOOD HILL ROAD PID#0211723130003 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651 .275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME ASBSTR30 PROJECT NO. STR1 5030 AS -BUILT SURVEY 1060" e wood 14i' l B Rol Z010 - pdo nr As-- stat (+- SU 1V1q RECEIVED JAN 0 � c2m CITY OF ORONO