Loading...
HomeMy WebLinkAbout3760 Watertown Road - Certificate Of SurveyFND PINCH TOP 0.68 EAST 0.56 NORTH Ln \OypS N 0 1044.2 1043.0 1\189023'321-W 730 00 N 1051.3E Woo FENCE 1052.3 1053.1 1041.0 1040.E N X �c 1053.1 1052.2 1051.1 1049.1 1046.4 1044.8 1043.3 1042.7 X * 1040.2 X x x x x x 1037.3 WOOD FENCE 1030.5 x x 1022.1 1052.E PIN 8" MAP 6" \ 1.2'/- 1 50.Z MAP 6" 1052.7 151.9 051.4 0.1 X X X x ELM 10" MAP 6 G ELM 8" ELM 8' AP 6" MAP 6' MAP 8" x 050.2 O �0 A0 2 MAP 8" 110 x x 1049.0�, 3z ¢9y x 1043.8 1042.E 0 /O x 103 l x 1035.7\ x 1022.9 ELM 8" MAP MAP 6" \ MAP 8 MAP x1052.3\ 1050.8 x 1045.4 ` x 1043.3 x 3 D S� x 104 5 8 �x 1038.0 x MAP 8' x / \\ 1042.9 x 1042.3 2 1041.2 x 1041.1 x x 1030.9 ELM 8" 1050.5 1051.E A 1046.3 x x 1044.9��043..6 x / \ x 1041.7 x 1040.5 040. �10 1040.2 ` k / x 1036.0\ ELM 8" x 1052.9 S �� 1043.6 bE 1041.9 0, T I \ 49. 1051.9 x \ O \ 0-� + MAP 6' / x 1052.8 x 1052.9 1046.E x 045.9 / x 1041.4 x 1040.8 \ON\'t`t °\38 o�j + o X 1 49.9 x 1051.4 �O`�� ps2 1050.E x x 1049.4 x 10 8.6 8 9 - 1046.2 0428 '- S \p�\� �t i--x,1042.1 1,2'/- 9:' 1050.2 x I 1049.7 1047. 047. 1048- \ /Ogss 10 x 1049.1 F - + i ��OS¢ 1050.1 0 0.4 1x 05 050 �J- +/0A /OR2\l�q� j� V '�°r� /04!3 \ gO�j �k /035. x 1027. PIN 20' 1054.4 1052.5 x x 1051.E 0'7 x 1051.3 k /OQ\ SS 3 \ ^ S OEM 1033.4 -1052-I J 2 o � \ s PIN 32" x 1050.8 PIN 28" / PIN 16' x PIN 36� x 1053.8 MAP 20" \ x 1050.8 x 1051.5 $ lOS\90 \ i� / / $ \ �\ �r� YO+io R�\ PIN 22' X 1050.7� �5� PIN 30' x I� ? PIN 16 PI 28' (fiMA\ 20" o x 1052.7/OS2.4 \05S 053 9 �O\ \ �O �p�� o• sb \ \ oo S + PIN 2%054.0 P 24" (� \ �C \ 3.4 IN 32" ELM 20' u +� u R >O 6\ G b s ,O_ \'rn X O+ i0 PIN 28" x x x 1052.E / x 1053.0 \°s °t} `� 0, v' �j � PIN 22' 1055.0 PIN 8' �c 10 2.0 ✓ �O / o s 1051.5 'PIN 28" * * F � 1 FJZ S �\ \ '0 �PO \ r•i io\ X MAP 6' PIN 24' PIN 30' x 1053.8 PIN 18' PIN 12" x 1052.3�51.9 R2 0 \°�q �p �S�r a 0 N� +� �6�\ \ �53.,9 / \ En s \ x i / 7PR 12' SPR 24" \ \O5° O �' ��r \ko 9.8 � 1035.1 x 1051.5 � CED 20" CED 12" *PR 20� �\ 103 , - x x 1052.4� x 1051.8 O Q o o\ x 1031.7 1652.2x BOX 8" ps PIN 28' �5PR 14' SXRI052.4 �Oy\ �/ \ Q ° \�3 0 \ �j s� / x 1054.1 L+� \ 1040.0 \ �\o �� x 1035.4 O /°s$ `b X x 1051.3 1052.1 x (\ \O \Oyh. IRV \ u� Eor \� o �o % rn (n x 1051.9 SP 22" 1053.1' 1052.2 %:I�\ 2" \05�"9/0 `% s �/ �O 1051.2 _� \ n 1052• 052.6 yh• yA. \0 S/ o cP o age Q 0, Q j 1054.1 \o \0 6 Q l o> \ Q2 \ ��\ N N HAC 6" x 1053.5 V v 1052.3 x \o5l c" yak �� + �6 s 7 . STAIRS ) ar F9,Gc�� x 1033.1 r� r� x 1052.2 \ ® c�L' \o S\0 ��\05 . 6 S� ( O o cos x EV/ \ �O �� y�P 2 AcY lOSO. / 1049.E 9 �I i �� �) \ \ \ °� s 0 0 H- h x 1052.7 �� 114" x 1052.4 \ \ . A L o\F' /OS i0 \0A5' / °uR ,o� ' 91 s •0 � Q o \ \�-1053.E \0��15 . \OyR•\OyR• �0 GO y 4 S A o 4\.9 1044.5%� q) a) J " 105� \ \, - 1053.0 �" 5 y�• cs \ by � 0 / O oS O �O /Osr4 8�'1 044- cn cn 10�.9 x I�`�.PIN 6" \ x 1053.3�� \Oy O G� `' A Aso S) i w w w \ 0 tk. �p0 O q PAP d' 6 o�o.i �1y�10o43.0 3oi 0 o N X `, x 1053.4 g \ 5 \ 05 Z`� G 6 043.2 �oi �� \ N1 \ 1041. LLJ O ELM i2" / x 1052.6 x 1052.8 \2' �� o KEYSTONE 6 g6 \ \ \ - MAP 6" 0 8� �54. y� cS GF y6 r o- x\off\ \05 1 1 ,052.6 RET. WALL g+ + 1 + + ELM lo" / x i052.5vL'i \040 % ( i° + + O G 5 •. y k 0 \ oo x1042.4 n O O� i li cn cn - x 1052.2 L 053.4 y 05 00 �\ N. \ \ 6 y6• _ > �� i0"Iwio N x 1052.E x 0 3.1 P\N �\ S `� 54.2 py A r? G ro O 0 0- o X ELM 12° 1 1053.5 \o \S �O \ yS° h� \Oy yN O \S� 0 1055.1 D l _4 . �D-3 x 1052.9 �� \o- O \o , �� FFE= �� S� I 1045.E .'O ` o0 \ \ ° x 1052.2 RIN 8" 0 \ i _ - 1042 0 + 0 PI 12" �O - - x 10 -- 1056.E �0 Zy O � + + + + + x + 0 52.2 ELM 10° + UNIX x 1052.2 ,0 5' O 0 0 /oAi o 0 0 \ o 0 0 ow i'o ---- -,------------ ---- �------- - � � S WOE 5 O 9 � � w v' v v P � w ------------------- E-- 215.8 o 0 0 O� y6. y FFE= GFE= TOF= 1042 3 o o cP rn Y z Z PIN 6" / 1 ` 1052.8 o s s� 0 `L ' RO �� gEy6 1045.7 \0 WOE= E? s 1055.8 1055.2 1055.7 _-- x 1042.0 o rn \ Ems,, 's I BOX ? x 1052.1 0\ s� 's r' N \o .1 d $ O WOE= i BOX 8" 0 4 053.5 �O a x 1052.1 9 O EG \6. \y i� 1045.7i +, + ° 5 ELM 16" L 1 + �0 NP 90 01055.9 p �i 0 �O �o °� o 00 I �o °�\0`'S �O' / cos `� ' �P�`'S 2 ' p9' i� A� Qo V o w w o�'�w �o c c s J �.. GP \0 o EXISTING BARN WOE- z� 9 \9 cs' 16' J t, 1052.1 x S 1053.5 \ cP 6 " i 1 r' O J o ro ti : h 0 ,....; .. < o py Q BFE= 1042.3 1042.0 g moo`',-:..:.;::::2 s / �O \ova m m x 1051.3 1052.1 ELM 16" �p55\052' \ .::a.:..:.r.:, R- x 1051.5 P °S S j5 R o o h 1041.8 _ x xl x a a> X i `�\� �0 1053.5'� O�� / 'O \ x 1052.2 ° ?9`�S 2�' _ _ WOE= -- x 1041.7 + + o \ t'O o 0 w 1�51.0 EL�4-IE"' \pgS +% <. 1052.9 % �� P� OL o o � z 70.0 1042.4L PATS Q /°sro oA� o� "EP P6° N ELM 6" 1053.1 s� P \ \Otky o ^ _ _ / co .:....:'... \ o Ok6 1042.0 c� + 9 �C I V i rn FIR 40 h :::':=',`a,`p \ A o v S n h Nh ao a 43 \x 1041.8 x 1041.4 I w I Es �o x 1051.2 �i . o y p 6 0 0 b y 1 S o o a v ��O 9 4 �o 049.8 2 / ::::`' :. k/OS/9 052­ 0 �� o \Ok O� 0 0 0 ,._.. : /055�_ I^N o o �q��ro 1 +/042 -JO¢ g o `� 3'::x 1050.4 .. rp 0 � ...::..-.:�. x 1051.2 s \ \ x 1043.0 \ %p/ x 1050.1 x 1050.5 \0 \ 'rn o..\ono rn\ x- 11049.4PIN / 1050.4 x \ l050.8 x \ _o o \ON5• O ` \+�o��/0 + > PIN 8" *PIN 8' �� .QS..,. �o �j ,� y S Q\ \ �Q I \0 I y I Q 1 4j8 o� O o x 1049.1 x 1049.7 5 \OR \\ �1052, PIN 6" \ z� O" x 1049.3 5.5 x 1044.7 \ + l + Q0 19.2 °Ooo x 1049.7 co /0 \0� \ \ �° �0 1 / �O o + 4s oa ' o�\p �� 5 4 +i°� ��� k /p¢g SSO_ / 1046.3 x x 1043.4 Aim / x 1048.2 \0 V yz 104g a�0 \ \ x 1049.4 / / 1041.8 1049.3 x C,,� MAP 24" 4.6'/- y0¢ q0•„ .. / \ x 1049.1 1049.1 tx�" a x 1045.2 ~0 y 8 1 / d ... / \ Oj �^ �p o`O 1 x 1044.4 \ 48- - �6 C cb 5 BOX 8 Og o,.,:: a o o x 1046.9 \0 }/ x x 1047.�MAP 20 8 - - - / \ 1048.5 x �O \ + / J - ^ �c X d 1043.9 -1046- - 1045.8 1946.7 /$:'-,� o o 0 1047.8 x \J..:. d x 1047.0 �048 / x 1042.8 1041.9 MAP 16 /\ 1047.E x ;' <, :: _ o x 1047.9 +/ x 1044.9 1 yOR� MAP 6" ao x 1046.8 og�6 x 1045.7 \ 1 , x 1036.2 MAP 12" / i 1044.5 \ - 1044- / /x 1044.E CT~ 0 0 :.;.•:; / \ / x 1043.9 x 1042.E k BOX 18" ..-�_-_-1046.8x i x1043.1 o 0 \ 1046•Lx/ x 1042.8 / HAC 14' �'.::.;.:::`;.':::.:. Eo C� 4$.8 D 1041.4 J :.... X 1045.7 x 1045.3 �O / Q8 1041. `0 0 - - SPR 20" x 1044.4 o x 1044.E x 1044.5 / x 1043.E x 1042.7 x 1041.7 /\ x 1033.0 r' x ;: 1044.2 1043.8 1044.1 - o..`: - / IN x 1043.8 x 1043.8 \O�p J 0 9.4 O o x 1043.2 x 1043.4 v0bli C9, ° 1042.7 ` x 1043.1 x 1042.6 @42.6 i042.4 x 1042.2 n\• Q' O N .p 0 4.9 1042.1 Go CO BLOCK I II N� LOT 2 O 1��8.2 O x 1036.3 i .A x 1037.2 = x 1036.7 0 o 1036.7 x SEPTIC BOX 036- 035.2 MANHOLES RET 1035.3 22,4 035.5 U " 1o35'7 ALL 034.7 W / o 1035.2 GFE= 1034.7 1034 6 �'owU Ps 0;S J Ewi J 1034.3x 1034.7 0 1034.7 �,7e x rn r 0 o x 1033.8 1034.4ONCRET� d --i{i4 1034.0 Existing Elevations - House #1 RETAINING 1033.9x,.,, WALL DRIVEWAY o .:.:.. Garage Floor Elevation=1034.7 033.9 Walkout Floor Elevation = 1034.7 1033.2 11033.5 1034.0 3 034.E Walkout Floor Elevation = 1034.5 x i WOE= 1034.4 1033.2 J x 1031.8 '15.5 /- 16.0 1034..Y;.:2a?:'..�i;:>.;•-... Ln 0 0 1034.7 1034.3 ?.::::.:!� 103 EXISTING HOUSE oY 10322 "4:3,, / Existin - o # Q x - W �. - - - g Hardcover N w 10338 ^'' Q< Net Lot Area = 1,297,369 S.F. WOE- .x 1033.1 0 0 X 1030.4 House #1 Area = 2,255 S.F. RETAINING-Io31.7 0 Z5 48.,310340.53 1033.5 ':.'.>_;a. House #2Area 2,430S.F. WALL 1033,1 106 Screen Porch Area - 78 S.F. o = x 1030.E 1031.7 032.4 1033.3 Q3. '` Bit. Driveway Area 8,150 S.F. DECK Cone. Driveway Area = 1,061 S.F. rn / x 1031.4 x 1030.4 Conc. Walk Area - 128 S.F. 4 o Paver Patio #1 Area 336 S.F No x 1030.0 x 1031.0 Paver Patio #2 Area = 430 S.F Pavers Area = 177 S.F 020.E x 1028.7 x 1029.8`,: Retaining Wall Area = 74 S.F x 1029.5 013.7 ............... . \ oyU a .... g ....................................... \ \ N N o........' 0 \ 014.6'......... ....... ....................... k ::::::' :::::::::::::::::::::..... 015.2 \ \ �y� \ `. ........................ \ 02 2 \ 14.2.................. o: ....................... ........ . ..................� . 1020 5 \ ............... 016.4 \ ....................... ............ /...... .. Oil . \ /�ys 0 1019 5 y 0 CAST IRON MONUMENT ® PIEZOMETER WOE WALKOUT ELEVATION • IRON PIPE MONUMENT SET � POWER POLE FIFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION )I( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET FLs LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND SANITARY MANHOLE CONCRETE # REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS A PK NAIL MONUMENT SET STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB SURVEY CONTROL POINT 4 FLARED END SECTION ' 9so - - CONTOUR EXISTING 0 A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED Dr DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE ■ ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND U YARD LIGHT Ou UTILITY MANHOLE GAS GAS UNDERGROUND LIGHT POLE ❑u UTILITY PEDESTAL OHI OVERHEAD UTILITY ® FIBER OPTIC MANHOLE 0 UTILITY VAULT . TREE LINE bl FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE • WATER METER ,> STORM SEWER FUEL PUMP c& WATER SPIGOT TEL TELEPHONE UNDERGROUND Ell FUEL TANK ® WELL CDCDCX=x=x= RETAINING WALL PT PROPANE TANK MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER (D CURB STOP WATERMAIN 0 GAS VALVE M GATE VALVE C==_ TRAFFIC SIGNAL GAS MANHOLE HYDRANT ' RAILROAD TRACKS GENERATOR 5 R-vl IRRIGATION VALVE $ RAILROAD SIGNAL GUARD POST Piv POST INDICATOR VALVE 0- RAILROAD SWITCH 0 HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN I hereby certify that this survey, plan or report 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. Dated this 9th day of May, 2023. Daniel L. Schmidt, PLS Minnesota License No. 26147 schmidt@sathre.com FIELD CREW NO. BY DATE REVISION NO RIB Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 SCALE IN FEET IL �q c oBS MIS RD. V V I 0 0 C � I SITE i N m () T m C) Y S w D q rFRT z C owN M A Y A L :5 P E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR DM,AK,ABE 3 JRS 7/26/2023 WETLAND DELINEATION INFO ADDED CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES DRAWN 4 JRS 8/9/2023 HOUSE STAKED IN FIELD 8/3/23 (AK) JRS 5 JRS 8/11/2023 BARN STAKED IN FIELD 8/10/23 (AK) CHECKED 6 JRS 8/24/2023 PROP. SEPTIC / WELL & REVISED WETS SETBACK DLS 7 JRS 9/5/2023 REVISED SILT FENCE & CUT/FILL CALC. THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. DATE 8 JRS 10/11/2023 REVISED BARN WALLS PER CODE 12/15/21 9 JPR 4/28/2025 GRADING ASBUILT FtS SU" 2 op W N mw co N c�FR s P Deck Area = 26 S.F. Total Area = 15,145 S.F Coverage =1.17% Asbuilt House Elevations Asbuilt Garage Floor Elevation = 1055.8 Asbuilt First Floor Elevation - 1056.6 Asbuilt Top of Foundation Elevation = 1056.1 Asbuilt Basement Floor Elevation = 1045.6 Asbuilt Golf Sim. Floor Elevation = 1043.5 Proposed Elevations Proposed Garage Floor Elevation = 1055.5 Asbuilt Barn Elevations Proposed First Floor Elevation = 1056.35 Asbuilt Barn Garage Floor Elevation = 1055.2 Proposed Basement Floor Elevation = 1045.46 Asbuilt Barn First Floor Elevation = 1055.8 Proposed Golf Sim. Floor Elevation = 1043.52 Asbuilt Barn Top of Foundation Elevation = 1055.7 Proposed Barn First Floor Elevation = 1055.0 Asbuilt Barn Basement Floor Elevation = 1041.8 Proposed Hardcover Net Lot Area = 1,297,369 S.F. Proposed House Area = 4,246 S.F. Proposed Front Porch Area = 688 S.F. Proposed Cabana Area = 239 S.F. Proposed Pool Area = 800 S.F. Proposed Pool Patio Area = 1,713 S.F. Proposed Barn Area = 2,800 S.F. Proposed Bam Canopy Area = 209 S.F. Proposed Bituminous Area = 7,844 S.F. Total Area = 18,539 S.F. Existing Hardcover (to Remain) Ex. House #1 Area = 2,255 S.F. Ex. Bit. Driveway Area = 5,599 S.F. Ex. Conc. Driveway Area = 1,061 S.F. Ex. Conc. Walk Area = 128 S.F. Ex. Paver Patio #1 Area = 336 SY Ex. Retaining Wall Area = 74 S.F Ex. Deck Area = 26 S.F. Total Area = 9,479 S.F. Total Combined Area = 28,018 S.F. Coverage = 2.16% 1-ill 2'/- x X a) Fence ties are shown on the m .E I LL side of the boundary line that X the fence is located on 4'/- X Asbuilt Hardcover Net Lot Area = 1,297,369 S.F. Asbuil House Area = 4,246 S.F. Asbuilt Front Porch Area = 652 S.F. Asbuilt Paver Area = 13,832 S.F. Asbuilt Pool Area = 797 S.F. Asbuilt Walls Area = 1,726 S.F. Asbuilt Stairs Area = 403 S.F. Asbuilt Bam Area = 2,800 S.F. Asbuilt Concrete Area = 590 S.F. Total Area = 25,046 S.F. Existing Hardcover Ex. House #1 Area = 2,255 S.F. Ex. Bit. Driveway Area = 8,897 S.F. Ex. Conc. Driveway Area = 1,061 S.F. Ex. Conc. Walk Area = 128 S.F. Ex. Paver Patio #1 Area = 336 S.F Ex. Retaining Wall Area = 74 S.F Ex. Deck Area = 26 S.F. Total Area = 12,777 S.F. Total Combined Area = 37,823 S.F Coverage = 2.92% DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: BEING 5.00 FEET IN WIDTH AND ADJONING LOT LINES, AND BEING 10.00 FEET IN WIDTH AND ADJOINING STREET LINES AS SHOWN ON PLAT Lot 2, Block 1, HILLAWAY FARM, according to the recorded plat thereof, Hennepin County Minnesota STANDARD NOTES 1) Site Address: 3760 Watertown Road, Orono, Minnesota, 55369 2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0301F, effective date of 11/04/2016. Parcel Area Information: Gross Area: 1,297,887 s.f. - 29.79 acres Wet Area: 27,274 s.f. - 0.63 acres Net Area: 1,270,613 s.f. - 29.69 acres *We do not affirmatively insure the quantity of acreage set forth in the description 3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AL which has an elevation of 997.33 feet (NAVD88). 4) Zoning Information: The current Zoning for the subject property is RR -IA (One Family Rural Residential - 5 Acres) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Front: 100 feet Street Side: 100 feet Interior Side: 50 feet Rear: 100 feet Wetland: 25 feet or MCWD buffer Height: 30 feet Hardcover: xx percent of lot area Accessory Structure Setbacks - Front: 50 feet Street Side: 50 feet Interior Side: 20 feet Rear: 20 feet Wetland: 25 feet or MCWD buffer Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence 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. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 6) Wetland Delineation: The wetland delineation was performed by ANDERSON and was flagged on 7/20/2023. Sathre-Bergquist located the wetland flags on 7/25/2023. SEE PAGE 2 FOR COMPLETE BOUNDARY INFORMATION SATH RE TWP.118-RGE.23-SEC.32 FILE NO. Hennepin County CERTIFICATE OF SURVEY 79737-001 BERGQUIST GRADING ASBUILT INC. O RO N O, PREPARED FOR: 150 SOUTH BROADWAYM I N N ESOTA REVIS L. STEPHENSON III WAYZATA, MN. 553 (952)476-6000 DESCRIPTION OF PROPERTY SURVEYED Lot 2, Block 1, HILLAWAY FARM, according to the recorded plat thereof, Hennepin County Minnesota STANDARD NOTES �I /1/"I< , '1 L,L-\./vr\ I SEE PAGE 1 FOR DETAILED SITE INFORMATION FIELD CREW NO. D,AK,ABE 3 DRAWN 4 JRS 5 CHECKED 6 DLS 7 DATE 8 12/15/21 9 I West Line of NE 1/4, SW 1/4 of Section 32 I East Line of NW 1/4, SW 1 /4 of Section 32 \ L Vi Q �- LLI co ~ u7 Q . J t n N O W O O � O � N M 0 O `ND IP 1/2" u) 1046.8 orb / ry CO I West Line of SE 1/4, SW 1 /4 of Section 32 I I BY DATE REVISION JRS 7/26/2023 WETLAND DELINEATION INFO ADDED JRS 8/9/2023 HOUSE STAKED IN FIELD 8/8/23 (AK) JRS 8/11/2023 BARN STAKED IN FIELD 8/10/23 (AK) JRS 8/24/2023 PROP. SEPTIC / WELL & REVISED WEST SETBACK JRS 9/5/2023 REVISED SILD FENCE & CUT/FILL CALC. JRS 10/11/2023 REVISED BARN WALLS PER CODE JPR 4/28/2023 GRADING ASBUILT `ND PINCH TOP 0.68 EAST Q0 � IVA To T� �a 994s INV— 1 990.8 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. �R S soRL STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s Fo EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 9th day of May, 2023. _ AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND �_ P SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES &dl N w THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 cI' FRS 0P RESULTING FROM ILLEGITIMATE USE. Schmidt@sathre.com P 12" DRAIN 984.7 East Line of SW 1/4 of Section 32 O IPK NAIL MAC East Line of NE 1/4, SW 1 /4 of Section 32 East Line of SE 1/4, SW 1/4 of Section 32 1) Site Address: 3760 Watertown Road, Orono, Minnesota, 55369 2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO301F, effective date of 11/04/2016. Parcel Area Information: Gross Area: 1,297,887 s.f. — 29.79 acres Wet Area: 27,274 s.f. — 0.63 acres Net Area: 1,270,613 s.f. — 29.69 acres *We do not affirmatively insure the quantity of acreage set forth in the description 3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AL which has an elevation of. 997.33 feet (NAVD88). 4) Zoning Information: The current Zoning for the subject property is RR -IA (One Family Rural Residential - 5 Acres) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Front: 100 feet Street Side: 100 feet Interior Side: 50 feet Rear: 100 feet Wetland: 25 feet or MCWD buffer Height: 30 feet Hardcover: xx percent of lot area Accessory Structure Setbacks - Front: 50 feet Street Side: 50 feet Interior Side: 20 feet Rear: 20 feet Wetland: 25 feet or MCWD buffer Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence 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. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 6) Wetland Delineation: The wetland delineation was performed by ANDERSON and was flagged on 7/20/2023. Sathre-Bergquist located the wetland flags on 7/25/2023. t�\',ORI Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 100 50 0 50 100 200 SCALE IN FEET �q c CBS MZLV RD. V U I 0 0 o C I SITE i N m O T o Y S w ATFRrowN z C M A Y A L g P E SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM TWP:118-RGE.23-SEC.32 Hennepin County ORONO, MINNESOTA I2 X N X Fence ties are shown on the o = I .= side of the boundary line that m J L J the fence is located on 4'/- x DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: BEING 5.00 FEET IN WIDTH AND ADJONING LOT LINES, AND BEING 10.00 FEET IN WIDTH AND ADJOINING STREET LINES AS SHOWN ON PLAT SURVEY LEGEND 0 CAST IRON MONUMENT ® PIEZOMETER WOE WALKOUT ELEVATION • IRON PIPE MONUMENT SET cO--) POWER POLE FIFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET FL7S LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND OS SANITARY MANHOLE a; CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT ;:>:>:;i;i; i.:>; '';: BITUMINOUS PK NAIL MONUMENT SET sT STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB A SURVEY CONTROL POINT a FLARED END SECTION — 9so — CONTOUR EXISTING ❑A A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL E❑ ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER O TELEPHONE MANHOLE —X—X— FENCE m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND % YARD LIGHT Q) UTILITY MANHOLE GAS— GAS UNDERGROUND LIGHT POLE ❑u UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE bl FIRE DEPT. HOOK UP © WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE WATER METER >> STORM SEWER FUEL PUMP c& WATER SPIGOT TEL TELEPHONE UNDERGROUND Fr FUEL TANK Q WELL RETAINING WALL PT PROPANE TANK MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP WATERMAIN �Q GAS VALVE M GATE VALVE TRAFFIC SIGNAL GAS MANHOLE HYDRANT RAILROAD TRACKS GENERATOR F'Rvl IRRIGATION VALVE $ RAILROAD SIGNAL GUARD POST Piv POST INDICATOR VALVE C— RAILROAD SWITCH 0 HAND HOLE SIGN 0 SATELLITE DISH 0 MAIL BOX sa SOIL BORING yOe WETLAND BUFFER SIGN FILE NO. CERTIFICATE OF SURVEY 79737-001 PREPARED FOR: 2 REVIS L. STEPHENSON III 2