Loading...
HomeMy WebLinkAbout10.24.23 As-Built SurveyI I I /- -\ r_- I I INI 7_ �- -7n T r_- -7F-) n I I L_ U � L_ L_ I I V L_ " I /-\ 1 L_ 1 1\ /-\ I L_ .�: :Lr / �: 1/ m. I - n I I r1 I T /1 [) I I �� 11 I \/ I I /1 N I N I /1 ^ X 971.6 / V V I I �/ I\ - - lJ L� V I V I `: I �/ I V 1 V L/ . L L x 969.7 2 X 968.6 I x 967.8 x 966.7 x 964.6 x x 963.1 >; 962' x 961.4 x 961.2 x 961.2 x 960.7 x 965.0 / 963.6 x 963.0 x 962.2 / IFIND I/2 g695 x96a.4 1 96NS N89°5 ' 4"W 345.73 ,6� / / 960.4P /2 9606 x 9663 \ 965.2 ® ��� WE\/-3963.7 x 962.9 x 962 3 9678 9g/4 x 961.3 6// 9612 I � ° 963. \ - '� \ ,.�. 1 \ 1 � � \ EDGE OF ,T' ` 1 '------ DELINEATED ----__ ___ I \ \ \ \ WfT \ WETLAND \ ,o \ s64 4/ i,il _ \ `, \ Ix` 972.0 \ I \ \\ \ I \ \ \ \ \ WET _ \ \ m \ x 971.4 1 / I-g \I m x 961.0 x 960.7 I �\ \ \ \63.3 WET 962.5 x 9623 x I x 962.2\ x ! x 961.5 . I \ \964.0 963.0� I 33 '.3, • I x 971.3 970.1 xl 9 %9,- �i--k ,9, 965.9 x 965.0 WET �- '� w CO I \ , _ 962.5 7 WET 1_6 - �� / - i o°'�/ P -� b\\ \ \ 962.2 WET / 1_5 ___x w w l 96 ..: . l � WE 2.2 \ �yy',� SAND : '" I less - lose - less - less -lesB±less-lase-18sa;-less-less-less-less lase---'�ese-iese-iese-�ese _ \ eUFFE \ \ \ ,_. I \ \ � - ND -w ��9��� \ S TB \ 961.4 . I 0 / ° ' � \ \ \ ACK \® ' � _ x 962.8 x 962.7 \ ( , ^�� Qt� \ � x 963.4 � - _ x 962.4 I x 972.8 972.8 x I �� � 0� \1. \ \\ x 965.1 x�J64.6 K CPNL � 9 I' WET / 1-1 I i \ x 971.8 �\ 9> \ \ ��� \x 965.9 6`� 2�8 i 962.1 \ ,k \\ 0 x 966.9 `D 9 'bf � \ r Jai\�\ \ �\_ } , o� I /� aq Sao. /, O \ \ / , 8 `1- . l / +� \ F �� �s N \ 1 > x 96 .I \ x 963. x 7 \ 9)?2\\ )j� \ ____/_ x 971.8 ^� 9j\ 6\\ \ \ \ �/ x 963.5 :.....:.:, f----- 30-----yl 9r 8�, \S, % \x -- 6�x 965.8 - T \ / -�-i\ \ x 967.E I 63 N lo" x 963.5 I \ \� / �o� I 963.1 x 972.6 I / . Y/c )/ \ I x 963.2J \S(� x 963.3 / 1Tot /1 x J63.0 Ix 973.4 / 9�.6 r� \ // \ I 64,2"' I \ \ \ ' 64.2 9�X� S \ I x 972.8 6 I x 972.3 �\ \ x 964.5 \) 4 ) �ox 968.9 x 967.4 x 964.4 \ } lo P o" - I �I � / i� \ \ I x 963.5 x 963.3 I 9 .1 u7 T.� S \ \ x 963.y� _' \\`_ O / /�2 xl i �. \\ x 2UJ 30 - c0 r, �o �\ �-- \/-I \T x 972.4 0 9 1 \ x 65.6 I N L. / , ` \S ,, SWING , o ��s PROPOSED 1 ` x 971.9 SET - \ N 12' x 971.5 x 971.8 / mw x 969.4 \ 1 I\ LIFT STQ4�4"6 x 963.8 x 963.8 x 96 0 / - x 68.3 S MH 963.9 m / IO l r O 4k64.7 / , o / I x970. \ � �----- I r� x 66.8 O �- -SMHIN O .. - - - - - - - - - _ x 970.1 \ x 967.5 964.4 - 964.3 I / 966.6 67.3 xj x 970.3 - - x 969.E - xz969.0'� - x 9 6. - _ r > S� x 964.3 x 9It) - - 8 m rl x 971.5 / \) / 968.3 966.7 \ � ANKS x 964.3 1 I / cb .-� - -- - 970.4 970 2 968.6 9 0 7 7 . : x 71 3 �\ �� 68 5 6�, 5. 9645 \ T/ : ,: g �4 x 970.E , O _'_-,--.-------------- 964.6 -------------------------------------------------------------- t' . / 61.6 24;2 9 968965.2,e-964. 964.7 x 964.8 x 1 7 3 96 I x 968.7 68 x 964.7 \i �O^ - / I x 970.9 x 97L2 970.3 x 970.6 x 970.8 x 970. II x 971.3 A / 970.3 o�Z'97 ECK SCREEN __ �__ __ 9615.Oh O n 970.0 , PORCH 65.1T* 965 3 * �\ coo x 968. 10" I � I--1 . / x 971.I I . / / V 970 I- x 65.E 965.1 906b.1 18.0 O � j x 965.0 �`O �.0 / N, N 7 971_7 971.7 _ I �_ _____x_9 5. o, 968.5 I EXISTING x 970.�5 x71� 1 97 7 °° �P+N SOAP. rn �5 5 x aF� LAND CAFE \-_" 9� ---- II � O : / I GARAGE / ?970.5 971.0 l' 0971.5 57.0 1 20.0 . 31.7 nl WOE= (D cn PIN ^2"*J cD i x 970.7 0 c w,L. 992.0 j 965.6 m� in 9 8 I 969.5 GFE. o u7 ..:,/ :: J 970.6 V I 0 I o m 969.2 II O 2.0 1 o x 969.4x 9.3 O - .*" P x 970.3 o tnI p ��,--:--:---------------�- - 1629 970.E s moo. ol � EXISTING WALKOUT i N 1 � PI 12�' II °O----------------------X 970 7---------� °�\\--------- x 970.6Lo e 24`97Q: 9� k 970.5 J1 2.0 2790 WHITE OAK CIRCLE 1- o MM .�- 0 96 .4 * (n FBI D I J o \ 90.9 I. 971.E GFE= I h^ I x 970.9 o, \ 97� • O I ,0 971.8 1 8.0' ° -x 969.E 99 969.2-- I ll c'o 70.4 970.6 71.E I FFE= I I ._ 1 __ 61 969.9 -� J . m o 971°7a cool /� °\1 V 197 12 I I x ... O \ 7--------- - 969. \...I. . r c� � \ a a 14 22.0 j 9.5 7 N + �'4, 19 x I II r x 970.6 :.-:. ... ,.. ..:. \ ,rem a I u� 75. / 97 r `.... r . ,....:[t.z. :. \. ... P4 971.6' x 973.8 + .::..:... m v�. „ . :: /� ...:.::.::. X. �..:. ` , .. `� . x ' .: ST P S� - - p� o z x 969.6 3.4 ._ 969 >_� * . * . . * / x 961.1 1 �. 970.3 .: 4.0o 04.0 x 2� M x 969.9 x 970.4 .:.: -.:..� 969.2 >S p ' _ .. ,... :: - ` .. ....:;,\`: iy 14.0 N x 969.3 7Q ^>' 970.1 I �,�//-�-­_:973.w Jo�� x 971.4 I 968.9 x 970.4 q 9.8 969.9 \\ .: .970 4: J v1. / 1.x969 \'.. 1. . , ... ° a 7a' . \ a 9 40, \\ I 969.8 x 969.5 . \ .'..':: .... . 9�p 4 s� 9�/ 6 97L 972.2 973.0 973.2 D °A w�/ x 970. Q I �' , . I x 970.4 / x 969.2s. ".: �;.> .;...: \ . \971.9 I I / l , \ sr iI---1\ \ o / \ � \x 69.9 x-972.0 \ x .. �x 970.7 \ \ 972. \ \ 6x965IO x 968.E \o0.: \ ,..;. \ / \ /\6 �. `.: m x 968.4 x 969.7:......... I .t \ � x 968.8 �� 0.1 3411 0:.':,...::.. �` 32' %\ \\ \\x 968.9 �:.: x 969.3 969.1 969.1 co 968.\ ®WELL is \ \ / 0 970.5 �/ \ \ \ CHECK CP L 955 .: \ 7 \ rn / \ _ � \ \ x 967.3 - � 968.1 _ .. ,P k 968.1 � 69.6\ %\; \ --96� k m IRCr- IRV Q. .:.. iRV� x 968.6 /�-� \ \\ \ x 967. of / / x 968.6 / / 967.9 .: ..�:�' IRV \ -968. _ N �_ \ ����O,� \ / x 967.3 x 967.1 x 966.4 \/� \ \ \\ \\ 06' \\ �C \ 0 m 967.0 x I x 967.6 0 o , . _ / \ NN x 967.4 \\ \ 6Cf g \\ 65 � \ Ln � \ N \\ \ \ -°- / 66.0 \ `:'":'.''. '� \\ x 966.E \ I \ / x 966.5 0 \ ��965.5 x 965.I ..,.�._. / / \ _ - I x 965.4 \ x 966.2 ? .. x 966.4 \\ N \ N.. rn ; - ..:: / _ .\,: r:i rn / / � / e8 ~' '.. \\ x 965.7 \ 965.3 ..0 : `' bNa:. _ x e� c�.- .. x 965.5 \ \ x 965 Q x 964.9 ......:....... `... :.: Y L_____30 - ---- x 964.7 964.5 / , z 0..- \ \ Q \ �/ . / 965.5 x0 x 964.9 "964.6 Ln .>.:: m x 9C5.2 C. \ ...I.. _ , e59` D ' \ x 965. Q6 x964.3 B� �...W. :. . :1 ;' \ Z I 963.9 ..:: \ o x 964.9 96N \\ �.. I \ - /e�`i x 964.4 c'o �i.: x 965.0 \ g ...::...`_,.( . \ 64�„ rn x 964.8 \ '96�`,.` ... .'",., \ l' I \ x 963.7 - ,. rn �i �e rn cr I m Bssl ...:...; x _ .. L-B�L- x 964.3 11. , '<.. 0 9 4. 6�:9. \\ ......., , x 963.6-eseL-� o). * .... .........96, .:..::. '' `� \ �. I `BSBL-BSBL-BSBL eseL asBL x 964.6 w \ x 964. .. o: 963.3 x 911 \ x 963.7 / ... °. } �. < . ... ........:..... \ I ::-'; , I x 963.2 I - i CK CHK 11 \ _ CHE N. 5g' 61.e: . / 4. 6 g .,.::: .. ... .. o ......: I 96 I a Q / E :. I g�. ,, o gf 4:6:: .,:: 1.: ' :.:.: 0. : I . _ . . : .:............ INV- I I 9...:, .., ... :...:•...:.. 33 3. 964.0 ,. .,:.., < .. 96L2 96 . .. . / 6 .. -. .. 1... �6 I g 4. 8. v . , ... . . N .., .. . .. - .. .. .. . . < . ,n.. ... . , . .. :.: ,... .. - ... .. - - 1 . :6 . , , . , `: . rn , .. . .... . . . .. ;. ..... .. .. : ... , .. .... .. :... .. . .. . . ., . .:, .:..:.... V ,: :. , >.: ; I..... - �64 964,6..::.. QO�� \\ i .:: _ o o / . 965.. 9E4 .. - - - �1 - 96D.9P 1/2 D%3 3pp 0O \\\ l / , :...96,5..2......1. .89 54'5 "E 83.15 - R \ / j _� 1 \\ INv= \ / / 958.6 1 \ *5' / / I oI / / 1 I. / I I 01 O i � I I I / I I I I FIND IP 1/2 - 955.9 ______ DESCRIPTION OF PROPERTY SURVEYED 1) Tract C, Registered Land Survey No. 1447, Hennepin County, Minnesota. Subject to an easement for roadway purposes in favor of Tracts A, B, D, E, F, G, H and 1, Registered Land Survey No. 1447 over that portion of Tract C lying Southerly of the following described line; beginning at the Southeast corner of Tract C thence Westerly to a point 50 feet North of the Southwest Comer of Tract C and there terminating as shown in deed Document No. 1257074. STANDARD NOTES 1) Site Address: 2790 White Oak Circle, Orono, Minnesota 55356 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: 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 November 4th, 2016. 4) Parcel Area Information: Gross Area: 106,106 s.f. - 2.436 acres R/W Area: 12,266 s.f. - 0.282 acres Net Area: 118,372 s.f. - 2.717 acres *We do not affirmatively insure the quantity of acreage set forth in the description 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: MUKHTAR which has an elevation of 971.74 feet (NAVD88). 6) Zoning Information: The current Zoning for the subject property is RR-1B (One Family Rural Residential - 2 Acres) per the City of Orono's zoning map dated December 2021. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(s): 50 feet (White Oak Circle) Side Street: 30 feet (Old Crystal Bay Road) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: Exempt Please note that the zoninginformation shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator Y g typ g g 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 prior to any planning or construction. We have not received the current zoning classification and building setback requirements from the insurer. 7) 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. 8) Wetland Delineation: The wetland delineation was performed by Anderson Engineering of Minnesota, LLC and was flagged on May 11, 2022. Sathre-Bergquist located the wetland flags on May 17, 2022. 9) White Oak Circle crosses over the southerly portion of Tract C. We have not been provided with an easement for White Oak Cicle. The legal description on the deed mentions an easement over Tract C, but the described easement does not cover White Oak Circle. We suggest the client contacts an attorney to resolve this issue. Existine Hardcover Lot Area = 106,106 S.F. White Oak Cir Area = 4,186 S.F. (excluded) House Area = 2,179 S.F. Garage Area = 779 S.F. Bituminous Area = 29321 S.F. Concrete Area = 692 S.F. Retaining Walls Area = 25 S.F. Deck Area - 246 S.F. Total Area - 6,242 S.F Coverage = 5.88% PrODosed Hardcover Lot Area = 106,106 S.F. White Oak Cir Area = 4,186 S.F. (excluded) Proposed House Area = 3,209 S.F. Proposed Stoop Area = 96 S.F. Proposed Porch Area = 252 S.F. Proposed Deck Area = 165 S.F. Proposed Concrete Area = 1,936 S.F. Existing Garage Area = 779 S.F. Existing Bituminous Area = 897 S.F. Existing Concrete Area = 54 S.F. Total Area = 7,388 S.F. Coverage = 6.96% 20 10 0 10 20 40 SCALE IN FEET Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) _a� ���LJLJ��Ow �`°-�� LONU � n J" \o\m �\�.v�o.$ a�o..s _ af� m 4 ,o m ��JD �� �� x'«s =� ° -ate � ". + a,,. � U V I C I N N I O T Y S C M A A L P E Proposed Elevations -WO Asbuilt Hardcover Proposed Garage Floor Elevation = 971.9 (2' Drop) Lot Area = 106,106 S.F. Proposed Top of Foundation Elevation = 974.2 White Oak Cir = 4,186 S.F. Proposed First Floor Elevation = 975.9 (excluded) Proposed Basement Floor Elevation = 965.5 House Area = 3,209 S.F. Stoop Area = 96 S.F. Asbuilt Elevations Porch Area = 255 S.F. Asbuilt Garage Floor Elevation = 971.8 Deck Area = 179 S.F. Asbuilt Top of Foundation Elevation = 974.2 Concrete Area = 517 S.F. Asbuilt Basement Floor Elevation = 965.6 Garage Area = 779 S.F. Asbuilt First Floor Elevation = 976.1 Bituminous Area = 2,939 S.F. Ret. Wall Area = 174 S.F. Total Area = 8,148 S.F. Coverage = 7.68% 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 1 Oth day of March, 2022. 2�lu 4iz�101� Daniel L. Schmidt, PLS Minnesota License No. 26147 Schmidt@sathre.com SURVEY LEGEND X972.5 GRADING ASBUILT ELEVATION Q CAST IRON MONUMENT ® PIEZOMETER • IRON PIPE MONUMENT SET c-Q, POWER POLE • IRON PIPE MONUMENT FOUND < GUY WIRE )1( DRILL HOLE FOUND RD ROOF DRAIN X CHISELED Y' MONUMENT SET 7s LIFT STATION X CHISELED Y' MONUMENT FOUND QS SANITARY MANHOLE # REBAR MONUMENT FOUND ® SANITARY CLEANOUT A PK NAIL MONUMENT SET s@ STORM MANHOLE PK NAIL MONUMENT FOUND ® STORM DRAIN O PK NAIL W/ ALUMINUM DISC ® CATCH BASIN A SURVEY CONTROL POINT 4 FLARED END SECTION ❑n A/C UNIT TREE CONIFEROUS © CABLE TV PEDESTAL TREE DECIDUOUS ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED O ELECTRIC MANHOLE TREE DECIDUOUS REMOVED O ELECTRIC METER O TELEPHONE MANHOLE ■ ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL U YARD LIGHT OO UTILITY MANHOLE LIGHT POLE 0 UTILITY PEDESTAL ® FIBER OPTIC MANHOLE ❑v UTILITY VAULT bPl FIRE DEPT. HOOK UP QW WATERMAIN MANHOLE FLAG POLE • WATER METER E FUEL PUMP WATER SPIGOT 0 FUEL TANK 0 WELL PT PROPANE TANK MONITORING WELL © GAS METER m CURB STOP �Q GAS VALVE D4 GATE VALVE GAS MANHOLE HYDRANT GENERATOR IRv IRRIGATION VALVE GUARD POST Piv POST INDICATOR VALVE ❑H HAND HOLE � SIGN 0 MAIL BOX sa SOIL BORING WOE WALKOUT ELEVATION FIFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. a. CONCRETE BITUMINOUS ----L--- BUILDING SETBACK LINE cTv CABLE TV CONCRETE CURB - - 960 - - CONTOUR EXISTING 9so CONTOUR PROPOSED -o-o-o-o-o- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND GAS -GAS UNDERGROUND oHu OVERHEAD UTILITY TREE LINE > SANITARY SEWER ,> STORM SEWER TEL TELEPHONE UNDERGROUND RETAINING WALL uTL UTILITY UNDERGROUND I WATERMAIN � TRAFFIC SIGNAL RAILROAD TRACKS $ RAILROAD SIGNAL 0- RAILROAD SWITCH SATELLITE DISH ® WETLAND BUFFER SIGN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. �FtS \fit 0 t� SU SAT H R E '4L� .L- BERGQUIST (n INC. � 14000 25TH AVENUE NORTH, P \_P�� PLYMOUTH MN 55447 (952) 476-6000 WW.SATHRE.COM TWP:117-RGE.23-SEC.04 Hennepin County CERTIFICATE OF SURVEY RADING ASBUILT PREPARED FOR. NICK & SUSANNE HANSEN FILE NO. 32789-001 AK DR 3 JPR 7/18/2022 EROSION CONTROL DRAWN 4 JPR 7/20/2022 SEPTIC Orono, M I N N E SOTA ,� 1 JPR 5 JPR 8/3/2022 HARDCOVER CHECKED 6 JPR 8/1512022 WETLAND BUFFER 0 „„ N OV, /\ S DLS 7 JPR 10/3/22 STAKED HOUSE DATE 8 JPR 10/19/2022 FOUNDATION ASBUILT 3/2/2022 9 EMW 9/7/2023 GRADING ASBUILT