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HomeMy WebLinkAbout06-05-2019 As-BuiltFND IP I" , \\ �' � NORTH LINE OF THE NWI/4 OF SWI/4 OF SEC.28 \ DESCRIPTION OF PROPERTY SURVEYED .974.7 \ \ g6� _ S 8 8 ° 5 2' 3 2 � I E 283.16 9 All that part of the Northwest Quarter of the Southwest Quarter of Section 28, Township 118 North, Range 23 West of the 5th Principal Meridian, lying north of the �I - ") _ 2 4--6 center line of County Road No. 6, except that part lying south of the north 359.77 feet thereof, and lying east of the west 1022.70 feet thereof, Hennepin County, ---- / Ln 36.22 Minnesota. Subject to H.C.H. No. 201, Plat 53. WET I -3-u-------- - 5--- I / y Subject to a drainage and utility easement described as lying 10.00 feet westerly of and adjoining the westerly right-of-way of Hennepin County Highway No. 201, Plat 53, (aka: Homestead Trail) and being 5.00 feet wide and adjoining the northerly, westerly and southerly boundary lines thereof CP I o I I I I I STANDARD NOTES - /- + 1) Site Address: 1175 Homestead Trail, Orono, Minnesota 55356 oHu oHu � oHu� 0Hu -r I o�u oHu CHu CHU OHu 2) A title opinion was not furnished to the surveyor as art of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. I I � oHu oHu oHu oHu P Y P Y• Y P 50' WETLAND BUFFER LINE I .5 oHu oHu off oHlu oHu / x996 \ ��y oHu OHu 0Hu oHu 0 3) Flood Zone Information: These properties are contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate WET -2 / I �� �5\ 6g\ 5 \ \ Map, Community Panel No. 27053CO301F, effective date of November 4th, 2016. �a� I I II I / °' x91 x9� `gab x9$9• � g �x9aL / / _ / x� ` 0 1 4) Parcel Area Information: Gross Area: 101,704+/- sq. ft. - 2.335+/- acres / I R/W Ares: 5,938+/- sq. ft. - 0.136+/- acres (Homestead Trail Road Easement) WET BI 9�� k �I / / / �_ \ 5) Net Area: 95,766+/- sq. ft. - 2.199+/- acres I J I Y- L I o 50 I � - I I\ j / � � / / / I 6) Benchmark: Elevations are based on Hennepin County Control Point "Kate" south of County Road 201 at 978.84 Feet (NAVD88). -------i-------------'I I-1 l- L� I I \ 7) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated / / / _ / I September, 2016. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web /i L L �// site on the date of March 15th, 2018 and are as follows: I' L- / / c) L��� _ Principal Structure Setbacks - Street(s): 50 feet (Homestead Trail) r / ° iO CP - Side: 30 feet / ICL I� V_ / ! 60\� l . �\ \ \ I� I. Rear: 50 feet YI �°co M 0o _ - _ _ I Height: 30 feet / C-1 L L I I L L1/ PRIMARY �/ I / '5 Hardcover: 35 percent of lot area - Tier 3 Stormwater Quality Overlay I _ SEPTICx00 a ,sibi / 9aL I. 1 / / / / 1 I 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 x �/ / I 1 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. ALTERNATE 90° I +--- i SEPTIC --- ��ik x00 X 098 I �� 8) Utilities: We have shown the location of utilities on the surveyed surve ed property Yb 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. Before digging, you are required by law to notify . . . . . . Gopher State One Call at least 48 hours in advance at 651/454-0002. 9) Wetland Delineation: The wetland delineation was preformed by Kjolhaug Environmental, Inc. and was flagged on April 18, 2015. Sathre-Bergquist located the wetland flags on April 20, 2015. DEER HILL ROAD SN $4l 10) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 906\ 11) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 00 dj i CES $6 / / _ ,t S�\ / / X96= - I 12) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. LC) btP a6ti / 6 / / I I 13 Proposed grades shown adjacent to building foundation refers to top of black dirt. x9960/g$ x99j xj0g69� X1000\ \ I O L0 I I I /g$� a� 5 /I / / �. \ / / ��� ti Z 14) Verify sanitary service invert prior to any concrete work. O I x0 �/ / 0"5;5/ / I \00 \ _ I g 0 / p 9 x° L \ I / 9g. \ x9 \ \ 986 I U O 9 x DT 6 Z 0 00 / w x� j S 1 I� / J 9�ti--/ Sae o� r16)I I gG � / /1, 9 / / o I 9 . � 5p I ti 16/ 9 / / 9� 3� I S I _z Proposed Elevations x09a�/ 9gi`9 0° x00 0 0089 �a I I I I \ / \� -i � Proposed Garage Floor Elevation = 999.9 I / / I w / 9g / �9 1 o O ----- V --- ----__8L'3_ �� 3 _ Proposed Top of Foundation Elevation =1000.2 � I / � Ielf L0 ------------------ --- / w 96 �g5 r / / 6I I I Q o Asbuilt Elevations 096' I 1 / / / / 09 xU°�p. S3�\ / �� w Asbuilt Garage Floor Elevation = 999.7 I 0� x9 s \ 3 H _ r- Asbuilt To of Foundation Elevation = 1000.0 I / / •0 I I CO P I 1 / / / w0L / A 0 I $$ cn i x DT g O \ I / I I I 00 x 99 r CO* I � I I \ 9� / I I "4 O\ \ I 90 1 I 0 � 0 5 x / 0 I O I I I\ I I 9g' N x\0°0\ 909 / 'c'�� 0 \ I I / l /o >> s� FXis x0 i = / O I / . 0 >s qg 0 TjN T 9g / ) O I i I / �/O /j/ G' 90 a 99 • I ` / / d I g9� 9a L MFST cRq 2 0 \o°° xg \ P�a� goo I I _ _ y x� x008$ oo° \ I o DT 0a O Rq1� O \ x\000 0g / / x 90 ry CO x 00 I I. rA FFE- I 1000.3 9 °�\ g I 9 00°9 0\a DT \ a 2 00 CO \°°0 g 9 9 k 9\ 9 I x rl x x 000' 00 0 V 9 x Dir 99 / x \00 \o a�. o °0 5 ( - I SITE I -� / / / °v 10 �, xvo o� w V / SII I A /0065 V0�°p� rGV A0°0 L 90gb V°° 0 006 090 / x 90 x O\ . r 3 0 x 090 9 �\\5O� I I \ / \°° 0 ®� N Co- o x\° ooti 5 Iilc0l_G \o°° $ N I �, T t/�ORI I \ r �r �. � oo / x I � 900' N I Y b LJ GFE- / / I I S Bearings are based on the Hennepin County / 9 Coordinate System (NAD 83 - 1986 1 ) a oa �iE'� � M S s m N ad'. -- - / �� Z 999.9 L °0� 6 / C / -- I -------- -/ -�--------------- ---- DG CON ° 0 \ a• VG °56 A A I 90 . � x03, P 20 10 0 10 20 40 9 S 015 L I� / x009$ x009' 00 00 38 0� ry ~ / I I. E = 9 x ° / 0� o x i o0 ti \ o° > \000ti \ / Q / /10 I SCALE IN FEET S I // I I ----�-- x\ \1 / I 996 I �_--�------- x999. � SURVEYLEGEND w I I gel I 909 / x x\°° /�� \°05. 6' xl\0pl� I CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS _ I x9 x9 a \0°\0 / /x\o° x 10 IN / ❑ CATCH BASIN FIFE FIRST FLOOR ELEVATION z i 995 f xoo$ x\°°\ / 9) / � _ 1005.5 i BUILDING SETBACK LINE L_ w w / \ I ( x9 a ° / OOL6 x\008' 1006 / Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV o°------x�°°� 0�6 I [XI GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB Z u o \ �� g a �a a d \o ' 006`' I x \ \° < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE o / 9 a / a a/ a rc \ I w i �9g6 996 I \ \ x0 a� °09� og a fl� a �J a u I - N oog \o°$ L . HYDRANT ❑C CABLE TV PEDESTAL - 9so _ Q w ISS\ I x09 6 \OQ rB\� I a p o� D ELECTRIC TRANSFORMER CONTOUR EXISTING w � � I � \ gg. a � a tis „ , \ z o� � SURVEY MONUMENT SET CONTOUR PROPOSED x091 xggx99g� x\00 \�� /a a a �� n • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE -o- o -o -o- GUARD RAIL SURVEY CONTROL POINT ( ELECTRIC METER DT DRAIN TILE © GAS METER ELc ELECTRIC UNDERGROUND _ \ tis T� \09� LIGHT POLE FENCE \oo - - \q° ",N` 5, 9 n \0 / `� POWER POLE © GAS VALVE -X-X- j� - - x\0 °°\ \009 /f�IV= �� \S SANITARY MANHOLE 0 HAND HOLE Fo FIBER OPTIC UNDERGROUND o�I-x-] /� 1007.3\p SOIL BORING cas GAS UNDERGROUND 1 " 000+-- o I I Q SANITARY CLEANOUT I I� 1002 " SIGN TREE CONIFEROUS oHu OVERHEAD UTILITY 90 '1004 6� - - TREE DECIDUOUS RAILROAD TRACKS I x0 -1006-- 100 1 � \ 972 5 , i i i i i i, i i i i i i i, i i - -- _ - x\°- - - ° y5 T - 0 _ GROUND ELEVATION SANITARY SEWER a / _ I - - - \ - y - - 008- 8 - - ❑E p OT TELEPHONE MANHOLE > o I x �,.---� �o--------! - _-+�1 _ a6 STORM DRAIN �`�65.87 x oo - _1$-g- 9. - J\ STORM SEWER �y - - - o \o ❑T TELEPHONE PEDESTAL » I \o \o° _ S 4r sT STORM MANHOLE I ' x � 16.60 \°�o� � TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND 852'32"E 282.46 / FND IP 40344 YARD LIGHT Q UTILITY MANHOLE uTL UTILITY UNDERGROUND 1009.6 I A / x /� xo��. x\oj ode / a� x\°o9. -'010__ � ❑ A/C UNIT ❑u UTILITY PEDESTAL WATERMAIN m °7�'a 6 � r� � x\0 I � WELL FIELD CREW NO. BY DATE REVISION 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 TWP:118-RGE.23-SEC.28 FILE NO. USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. CLS SU CL BB 1 JPR 5/4/2018 STAKED HOUSE Y E R� Hennepin County CONVEYANCE IT INFORMATION) OF THIS PRODUCT N CERTIFICATE OF SURVEY 54745-001 DRAWN 2 JPR 7/16/2018 FOUNDATION ASBUILT STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s � ,_ _, �� EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 25th day of April, 2018. = SAT H R E-BERGQUIST INC. FINAL ASBUILT EMW 3 EMW 6/5/2019 FINAL ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND u' N 7O RO N O 1 CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF pT 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR. DBP ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVESN w co WWW.SATHRE.COM THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY � MINNESOTA DAVE MARIANI DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 tiFRS P�P 3-13-18 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com c�