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HomeMy WebLinkAbout2016 Surveyl t � S\"� ORI Bearings are based on the Hennepin County 1 g35 2 Coordinate System (NAD 83 - 1986 adi.) 40 20 0 20 40 80 � 1 SCALE IN FEET t I� n c L_ 932.4 \ 32.4 N s 1 x 932.7 \ o 933 0 x �. 931.8 �P S x 932.7 930 �i x 933.2 O 1 ° x 936.1 �� F / e\ O CA o x 936.3 934.1 5 932.6 /Y �x 930.6 0�\ ��� �< LAhE MINNETONKA N N s i N X 936.0 x 832--�g32.t x 932.6 x N 933 3 932.4 1 85gy/� BSgC x 933.3 933 �" �\ Q/O \ t W x 9319, gse�\ \ @ S� 931.9 9 x 930.8 ` 932.9 9330 GJ� 11 9$23 e932.9 Sg 935.2 " B x 934.4 6 0 4�:Jc \ \ Se BSBL x 55 �` CY 93 9 \' 9 x 930.8/ %< 933.1 N� 5 DIP OPEN C, t� m93� 9 0 931.8 ^ FN O BENCH y s 9 r' 0 325 x i 931.7 x \ BSB 933.8 G ��� \ q x N m �io x 931.3 931.0 0 FLPj 9 x 931.7 ZS•58�1 �r �Q 9�� Q X30, IP �Y\N 9 3 B t 934.�C .S 933 0 9� F i x G p16, ND 7 4 6 �g 9 \ O t , 931.8 9 10 x 932.0 856/ / \e F' 940.1 29� F< x g3 . 1 5 4 931.4 x 932.4 1 + SBS�� S OL��S 3 9 J m g3 ' x 931.7 e�/ e x 932.2 t \ O x 940.4 F Sp \ 1. 4 96 x 931.3 BSBL/ B5 x 931.9 �yh� 935.6��< 9 940.3 9' • `` c T - 1 `� 4/ e " BSg�/ t 936 .0 �s�� 94/ 8 x �� 2 932 3 , z` W 858 x 933.2 t /� ,+ 5N 0 x 931.9 56 x935.8 N 934.3x x x 931.5 1�' 03 �' x 941.71-15 935A x 931.4 x 931.6 I T x °32.3 Ott x`r&42.8 r 942.8 941.4. x //- - 0 l WET LAND N x x 931.7E �/ � 1 x 934.3- �t1 x 9d 8 94 4 94 \ i ® g5 6 x 944.3 m 2 ' w � 5x I t r x 943.4 u' x 9 0.9 ` x 933.5 943.8 x o 03 z 934.2 31 x 932.0 x 932.2 U O �' n r 931.6 x 931.8 ® ON x 935.6 x 945.2 ��� m 9i 4.1 x 91 933. _ U 3 A/C 944.4 © 9439 I 33. w 0) 31.9 co 932.5 + ON ,7y UNITS ' ti x 94.1 > ' t , I O x 931.3 r /// x 934.3 t 9 948.6 t 9��\ 9442 W m rn 939.4 7 Q t 1 x 931.5 x 932.0 GNU x 937.1 9s \ 4> x 94.3 q -58.4% t ' _ 5 9 t 8 47.1 944.7 944.2 x g� 3 x 933.1 $9 944.7 � a 1 l� xNv3�" X G 947.5 x / 44.7 crn : v> 939.5 i O v 1 931.6 �t 0 948.2 949"8 2 944.5 1 Q x 944.5 � t O Z Z O , x y3L5 /� x 932.5 94/6 24 _ x 947.4 N O 44.7 94 0) I n O r� 4 x ONU x 935.7 950.1 95 ` 944.7 w 944.7 4.7 w n 931.5 0.9 " �O" 9�0 �� 9s 94s 94 Ll v CP Z �Q S o949.2 0' x 931.5 mx 931.9 x 934.0 9506 0 �s�° �9 ® cn b cP rn ��i II� x 932.2 x 936.3 941.`0 449.8 9s6, 3� /� mw J�F 60 U) C Z 5` 931.7 \ r O 952.8 94 8 WAYZATA BAY WATER LOCATED JULY 19, 2016 WATER ELEVATION = 929.0 (NGVD29) DOCK o �� �7 , 3�i S0 933.9 �C,h? \00 Sf�PS m x cn fns w 950.3 g 06g5018.6 6) N 9�F I ®rm "S 952.7 952"4 ---- / C-) � �O 932.1 x 935.9 _-- 50" x 5 951 S o o ---- r O L , 931.9 x 932.0 _ x 9310 - -- 9��' 9s x 9$0 .I /< rJ5; -- . -0 Q Z , W �\ J Q) 949.7 x 9 ,o 5 6 m S �h� x 952.8 y� rn 77 C ,9 , w x 932.3 R 934.9 949.9 949.6 5p 4 x O� F 95 930.0 N / 932.0 i o O rn � 9 u - 9g q 9 O 952-7 x 953.0 > a y / 932.760 x 321 x _ 3 k ry 948. 96 949. c '9 Z 932.2 S x c 9 x S O O O �� t t SJA 258"1 ° 916 949.6 -STONE CURB -� D, 28 W x 952.5 9529x x w � Z -7 ,9 1 _ 9x / 949.9 t -BENCH w O i 951.6 w ZO t ' I x 932.2 x 932.7 T 949.4 _ x 951.2 x 952.$ %�� x 952.8 54.4 .� _ Q1�1 d / - , rn - x 932.5 N EPS 949.0 y r 9 >i N w - - x 932.8 a u 950.1 950.8 953.2 9 2. 953 1� 932.6 948.2 x 948" 949.8 x o O"u 950.3 x 952.6 w 952.6 Z 931.0 o = 6i t , s x C x 952.3 ao 1 \ x 952.8 " _J �, w 11 x x 946.5 849.0 949.950.2 E 950.2 O r 9 95213 \ N CD _ 1 \ , o x 935.8 x 945.2 950.2 950.9 f s�> 1 953.1 x W . ww > OZ / t x ° x 944.0 948.4 x 9502 950.4 x tx 952.6 >It c w d 9 / x 951.9 rn 1 o f - - OO 942.5 46.3 0 4 GY Q C11936.1 x 949 9s` FOUNTAIN ca W 1 0 6 x x 940.9 ° 2 x 951.1 � 1 952.7 n o 929.9 Z> t = 93 .3 x 940.0 x 950.2 950.4 �9 t N 36.8 @ 942.3 944.3 947.7848-4 949"I 950.9 1952.5 t .N o O W Z-7 940.2 949.3 950.0 x 951.9 t �x 952.7 -85"27 O W x 953.1 t c,, C 949.2 950.3 x 951.5 1 N v X � � �® x\937.0 � 949.7 9588 unix 953.3 � x ttW 9525 x I -944.4 946.9 949.5 gA9" 950.6 r 930.0 _ o O �x� 942.2 948.7 8 w ���53.2 952.5 r: / T N 938.9 940.5 x 948.4 x 950.0 / x t �t 950.3 x 951.4 953.5 1 9 ' O r 937.9 r x 946.1 9�0 x 951.0 /g�3.3 j6 9 X953.4 _ 6 x 9 2.8 M N 953.7 fo t 3. it Z 1 J Q Z 937.8 x 9 ALSO BSB 3 1 O 6 L _ U I �/ U) ` , w x�� TER AVENUE SEMENT x 951.5 B5�952.1' ;:953.3 9S 3� UCH 93 CEN 0 EA R x 950.4 3 rnx 953. �9• N 50 0.8 w x x 939.6 VACATED PRIVATE R� PROPERTY PE C s, BsgO/ x 953.1 �5� 8 n x 953. FND \P 1„ SEPQt d� Z 1C -P ' `�- ,\ BEINDENING SUB�EC ITEM NO" 10) 0��855� O gs3.4 x` 95.8 ND IP 1�2 953.6 x( I 0 , 0 (� 0 N_ _ _, BUR NO 5g8g65 555 952.2 w F f �, 00 x 946.7 esgl x 951.2 D tp 12'14.20 x 953.2 t CD ' - ``8 r,945.7 B58D/ / 1 9S/ 42 93 ' FN x 953.5 C1 Z' Jo t 1./ Vy q x �J - } x 952.6 Q co x o �QO �/ B x 949.4 O x 951-4 9 J 952.9 x i Ocn ' x941.7 9s6 \��E` 1 r x� x 947.7 x o 952.7 x 953.2 Z -{ 1 3 x 949 -� O n` Q CC)941.96 m, , b 941.9 x 945" 1 v 946.4 1 x 840 8 \$g 954.8 ' 5 �gd0.3 x •� \ �� t 1 t N CO 1 0' � I 2 -b o m x 945 x 950.6 953.9 `\c,-� w o 2Q • � D IP 1�2 x 947.7 FND REBAR I/2" V '1 `/ FN FND IP 1.5'. 1 ' x 944.0 x 945.2 x 944.7 1, 9431 2n' 1 FIELD CREW NO. BY DATE REVISION CL, DM, AT DRAWN JJA CHECKED DBP DATE 07/19/2016 0\ po !i AVERAGE LAKESHORE SETBACK #1280 SETBACK =77"2 #1400 SETBACK =117"5 AVERAGE SETBACK =97.4 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR To: Sally W. Pillsbury, Custom Homes Builders Title, LLC and Old Republic National Title Insurance Company: �FtS SU CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s AUTHORIZATION. USE WITHOUT SAID C � REf � r e // _ w �` _ Fo I SAT H R E-BERGQUIST, INC. EXPRESS WRITTEN ® / Ra 6s U' V Table A thereof. The field work was completed on August 2, 2016. Q DR. 15 SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF I ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES N SHORELINE A 4� WWW.SATHRE.COM C CONCRETE CURB 041 ' LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES I FR3 P \ P y SITE Jared J. Averbeck, PLS Minnesota License No. 53642 N CONTOUR EXISTING O � © I N • SURVEY MONUMENT FOUND -,-,-,-GUARD T O Q Smith Bay �T 0 y ELc ELECTRIC UNDERGROUND PQ SOIL BORING S � POWER POLE TREE CONIFEROUS Eo FIBER OPTIC UNDERGROUND OS SANITARY MANHOLE M C O SANITARY CLEANOUT Or TELEPHONE MANHOLE °Hu OVERHEAD UTILITY -o- SIGN ❑T A 1111111111111111111111 RAILROAD TRACKS 7= GROUND ELEVATION TRAFFIC SIGNAL > SANITARY SEWER ® STORM DRAIN O P L Bracketts E sT Point [91UTILITY PEDESTAL � YARD LIGHT FIELD CREW NO. BY DATE REVISION CL, DM, AT DRAWN JJA CHECKED DBP DATE 07/19/2016 0\ po !i AVERAGE LAKESHORE SETBACK #1280 SETBACK =77"2 #1400 SETBACK =117"5 AVERAGE SETBACK =97.4 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR To: Sally W. Pillsbury, Custom Homes Builders Title, LLC and Old Republic National Title Insurance Company: �FtS SU CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s AUTHORIZATION. USE WITHOUT SAID This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 5, 7a, 8 and 11 of _ w �` _ Fo I SAT H R E-BERGQUIST, INC. EXPRESS WRITTEN ® CATCH BASIN U' AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND Table A thereof. The field work was completed on August 2, 2016. Q _ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF Date of Plat or Map: August 3, 2016 ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES N c'� 4� WWW.SATHRE.COM THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY CONCRETE CURB 041 �� LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES ELECTRIC METER FR3 P \ P RESULTING FROM ILLEGITIMATE USE. Jared J. Averbeck, PLS Minnesota License No. 53642 GAS METER CONTOUR EXISTING DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) Lot 4, Rearrangement of Orono Point except that part of vacated Center Avenue as said Center Avenue was dedicated to the public in the plat of Rearrangement of Orono Point, lying northerly of a line drawn westerly perpendicular to the west line of said Lot 4 from a point on said west line distant 182.29 feet northerly from the southwest corner of said Lot 4, Hennepin County, Minnesota. ALTA/ACSM OPTIONAL TABLE A NOTES (The following items reference Table A optional survey responsibilities and specifications) 2) Site Address: 1300 Bracketts Point Rd, Orono, MN 55391 3) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2% annual chance floodplain) and Zone AE (special flood hazard area subject to inundation by the 1% annual chance flood, base flood elevation determined to be 931 NGVD29) per Flood Insurance Rate Map, Community Panel No. 270188 0308 E effective date of September 2, 2004. 4) Parcel Area Information: Gross Area: 131,820 s.£ 3.026 acres R/W Area: 3,655 s.f. - 0.084 acres Wet Area: 4,655 s.f. - 0.107 acres *see note 18 below Net Area: 123,510 s.f. - 2.835 acres. 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of. 980.175 feet (NGVD29). 6) Zoning Information: The current Zoning for the subject property is LR -IA (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map dated March 2011 and within Stormwater Quality Overlay District Tier 1. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of July 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet; Side: 30 feet; Lake: 75 feet (From Ordinary High Water Line) Height: 2.5 stories and 30 feet Hardcover: 25 percent of gross lot area (Within 75 feet of the Ordinary High Water Level (OHWL) of any lake or tributary, and within any bluff or shore impact zone, no hardcover shall be placed, located or constructed, except for driveways, stairways, lifts, landings and lockboxes as regulated by the Shoreland Overlay District.) Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. We have not received the current zoning classification and building setback requirements from the insurer. 11) Utilities: We have shown the location of utilities on the surveyed property by observed evidence and city record plans only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 18) Wetland: A wetland delineation was not preformed for this survey. The wetland is shown per LiDar data derived from Minnesota Department of Natural Resources on January 11, 2013 and is intended to be an approximate location only. A wetland delineation is recommended for an accurate location. SURVEY REPORT This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Custom Dame Builders Title, LLC as issuing agent - - for Old Republic Nationa it Title Insurance Company, File No. HB -32299, dated June 30, 2016. 1) We note the following with regards to Schedule B of the herein referenced Title Commitment: a) Item no.'s 1-8 are not survey related b) Item no. 9 Terms and conditions of easement for the perpetual right to operate and maintain underground cable and conduit, in favor of Northwestern Bell Telephone Company, dated January 11, 1945, filed July 18, 1945, as Document No. 2297031. Partially released by Partial Release of Easement, dated November 25, 1987, filed December 15, 1987, as Document No. 5357598. Easement does not affect the subject property. Said easement is located 17feet west of the subject property shown hereon. 09 c) Item no. 10 Terms and conditions of Declaration of Private Road Easement, dated March 6, 1992, filed March 17, 1992, as Document No. 5888651. Shown hereon. 1© d) Item no. 11 Rights of the public and the State of Minnesota in and to that portion of the insured premises lying below the natural high water mark of Lake Minnetonka. Shown hereon. 11 2) Observations/Comments noted hereon per field survey such as (but not limited to): access, occupation, and easements and/or servitudes: a) Red circled letters represent the City of Orono hardcover worksheet items. See the corresponding hardcover worksheet. Ex, b) We were not provided a street vacation resolution for Center Avenue. c) The legal description excludes a portion of the vacated Center Avenue but does not state the inclusion of the vacated Center Avenue. RECEIVED AUG p 8 2016 TWP.117 - RGE.23 - SEC. 11 ALTA/NSPS LAND TITLE SURVEY Project City: Orono Hennepin County PREPARED FOR: SALLY W. PILLSBURY; CUSTOM HOMES BUILDERS TITLE, LLC; AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FILE NO. 70668-001 `I i SURVEY LEGEND CITY OF ORONO O CAST IRON MONUMENT 0 A/C UNIT BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL -BwL Bse BUILDING SETBACK LINE Q FLARED END SECTION ❑E ELECTRIC TRANSFORMER cTv CABLE TV N GATE VALVE OO ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE OO ELECTRIC METER CONCRETE 'Cf HYDRANT © GAS METER CONTOUR EXISTING O SURVEY MONUMENT SET © GAS VALVE CONTOUR PROPOSED • SURVEY MONUMENT FOUND -,-,-,-GUARD RAIL DT DRAIN TILE Q SURVEY CONTROL POINT 0 HAND HOLE ELc ELECTRIC UNDERGROUND LIGHT POLE SOIL BORING -X-X- FENCE � POWER POLE TREE CONIFEROUS Eo FIBER OPTIC UNDERGROUND OS SANITARY MANHOLE TREE DECIDUOUS GAS -GAS UNDERGROUND O SANITARY CLEANOUT Or TELEPHONE MANHOLE °Hu OVERHEAD UTILITY -o- SIGN ❑T TELEPHONE PEDESTAL 1111111111111111111111 RAILROAD TRACKS 7= GROUND ELEVATION TRAFFIC SIGNAL > SANITARY SEWER ® STORM DRAIN O UTILITY MANHOLE >> STORM SEWER TEL TELEPHONE UNDERGROUND sT STORM MANHOLE [91UTILITY PEDESTAL � YARD LIGHT ® WELL uTL UTILITY UNDERGROUND I WATERMAIN GRAVEL LANDSCAPING 1ROCK LANDSCAPING TWP.117 - RGE.23 - SEC. 11 ALTA/NSPS LAND TITLE SURVEY Project City: Orono Hennepin County PREPARED FOR: SALLY W. PILLSBURY; CUSTOM HOMES BUILDERS TITLE, LLC; AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FILE NO. 70668-001 `I i