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HomeMy WebLinkAbout2022 As-Built SurveyI r / DESCRIPTION OF PROPERTY SURVEYED Lot 4, Block 2, FOXHILL, HENNEPIN COUNTY, MINNESOTA STANDARD NOTES 1) Site Address: 1085 Heritage Lane, Orono, Minnesota 55391 X 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 and areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood) and Zone AE (Areas subject � to inundation by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 per Flood Insurance Rate Map, Community Panel No. 27053CO304F effective date of November 4, 2016. Q r� 17 ��A941.0 D REBAR 4) Parcel Area Information: Gross Area: 45,263 s.f. - 1.04 acres J11 Wet Area: 7,318 s.. .., 0.17 acres Net Area: 37,945 s.f. - 0.87 acres. �D ^T 1 �1 N �- 00�` D� 5) Benchmark: Elevations are based on Hennepin County Geodetic Station Name: DERUS which has an elevation of 941.49 feet (NAVD88). �� �Q �00. A / 6) Zoning Information: The current Zoning for the subject property is LR- lA (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map dated x 938.9 November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: = !TREE x 938.1 `✓ Principal Structure Setbacks - Street(s): 50 feet (Heritage Lane) LINE �� Side: 18 feet (10% of lot width @ 180 feet) CJx 936.7 / 7 Rear: 50 feet Height: 30 feet x 936.5 938 0�FC� �� L_ Z/ Hardcover: 35 percent of lot area 40.2 � �. Accessory Structure Setbacks - Front: 25 feet x 936 2 x 939.8 L Side: 15 feet x 938.4 � � Rear: 15 feet Cn WET -3 M I / x 940.5 + �z l^n o�� ` °� I x 940.6 lr + �O / , / 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 `f 930.4+ 1 + ` ° r, 2 a 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 x 938.7 S ��D �9 c design and planning process. x 941.7 s� 0 `� / / Std A�� 9 + + M / 1 �� k x 940.5 x 941.0TS ` x 936.9 `b' J-+9 ,<� OJ rn °j' + j + ++ "+41.1 ® / We have not received the current zoning classification and building setback requirements from the insurer. \ c _x /� .,P" . + L4ND C 4PE ++ 941.5 x 941.8_ / x 942.3 942.7 +,+\ /. 9 5 c 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 +°�+ + + 94 + 942.9 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 J + + + I b �4 4.4 9 x 941.7 i / / 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 (J �� ++ ^ + �+ 944 , +�j ++ 420 \ g 42� 9ak , x 942.9�5�0 �jb,/ 1� P 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. a + /I + + l 0 �+'++ +per+ ++++ + DLS L ho'_ f �G (� C � WET 1-4 `�.lx� �+++ + 9g P I E+ i�942.4 Dl� 9 � 43 +++ 943.3 �v� Q o 32.7 9 ti N + /+ + RS o + + + + - + ' - 9 ++1. r 8) Grading must maintain am inimum 2 /R slope gradient to accommodate positive drainage. �4 >++a 4 4 + 9 gt�i __ { :'+ + + + v \ / \ ` Q + �"' a 1++� r 4 S+ + IT94 -+ + + + + + DCAp�: +- 943.6 P� / +Q / + p�+ 94? 5 ++ ,LAN + TOF= \ u cr /8.7 2+ ` 9T 6 4�'1 944.5 +O _ TREE /�No 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. Q ET-5+� +� v Q7 42..6 All to+1 x 943.0 z' TOF= Lo + ,m rr Q LINE L_ x 932'7 I °' �I ' °j! 944.8 of CO �F �� +v 943.7 r J� °N° 10 The proposed driveway shown is conceptual only and does not ort to show exactly how the driveway shall be built. ++ Q RED ' ) p p Y p y p y Y x 933.2 934.0 0�i w+++ + DECk M WOE= m RpGC `n+1 ii % N 944.9 ,o GP + 1 + +cr 0 ii O 1-n GFE= D TT TTjj I ++++ vMh i /S, 3 �� 944.3 + 1 �? ` Y 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. ET 1-6 BLOC1� 2 �„ MfC �i 4++ 943.8 20 1 o / O n n+++++ '+ a v �� R H. �� y � x 943.3 °j nH x 932.9 I o rn+ 4 a d d CO n 44.2.:,+ +\ x 940.9 �.. . + �� M ,� �c> 41.4. .. 9. , . 9 LOT 4 + +9¢ + WOE= ���w ® `m ++ +� R2 ° 12) Verify sanitary service invert prior to any concrete work. + 933.6 x4++++ wwo3 + + 944.3' ". + 943.5 S1 939.7 �........ . <� , l� j� �� / I ++ + o .� ��; + 944.9 g44.,� ...:...:. ;. •... s.....:...`;::.. ��: ,+ �:....... x 942.0 � h + +++++ y....no , "�' 6 / 13) Wetland Delineation: Wetland delineation was performed by Anderson Engineering. Wetland delineation flags were located by Sathre-Bergquist on August 9th, 2021. ,5 08S NG .. ,� . .. / +94 . ,� 941.4 � SE 13 O ti ;:. `.:. ",.....:,: :... �...:. c .So 9°�_ 93 .6 °�..... / 940.5 G �, .. �. Ci 1 + x 932.7 9.i +++++ 4Q� fir+ E 9 /. + 942.1 939. ti �..................... . /1/1/ 03 ' ... \ \ 8 9 �+ 9 `+a ` f 2 + + �................... 1 WET 1-7 y x 933.1 935 B 93$.3- + q7.0++ N B ..''.....(:.; + '941.4 oQ� +� Q7 O + ++�t\ ..... ......... . 935. 936 -93) - +1 + a - Q3 rOj Cv Q o / 943 + + +I +° 2 ...... . 9 + 0- v rn 0 0 ....... x x 934.3 �� 93 :s `+�. o' M ,944::..::: ;: + + +o. Proposed Elevations 932.2 \ °' 6�1' u �� U 0 +AP�++ + I _ x \ Q ' 4:++++ + i .................... Proposed Garage Floor Elevation = 944.2 + 1 FT + --+-BAS FLOOD%__,x+ 93 �v �+ S.p 2 9.43:2 ++++\ . + + p g 1 1 6 NSC. +x'940 1 \ \ 936.1 +++`++ - BFE= FFE= (� 94 .7;. ;` •`.`.:,`. ... + + + + ++ A9srp.):6 0� Proposed Main Level Elevation = 945.1 1 / / 21 ELE ATI ON - 931.5- p + 934.1 944.9 �. F ,:.: : : . + + + + + i f 1 3 ' O �/ /l 935.8 O f; ++++ + 9++ +� + �i + �+ /0 �} Proposed Lower Level Elevation = 934.5 r + 1 + T + + + \ x 932.2 x 9 iy. + 944 943,5' , ,. '` + sr +++ rr� + 5' +� 0,'S 1 933.2 3Q + , cV 943.1:: ,+ +;+ Asbuilt Elevations 1 + 934.7 �+ .y 0 +--f L ...................... / + + 1 + + + + WET -15 I'' ` O Asbuilt Garage Floor Elevation = 944.3 LINE �g34.0�93` + rn WOE= ai $43 ?'.. `. •' w Asbuilt First Floor Elevation = 944.9 + + +� + + + _ +_--- I + 934.4 '4\ 4 x 943.1%�� Asbuilt To of Foundation Elevation (Garage) 944.5 _ - 933 t /6 2 13. 0 .42.6: x 941.8 / p ( g) _ - - WETL N D ED E- /�4� + Sg..... Asbuilt Top of Foundation Elevation (House) = 944.8 + + i /+ + _ + + 9S 6 933, M ��' / e Asbuilt Basement Floor Elevation = 934.4 WET -8 % \�� \� x 932.5 ,933. rn / 9 h� �........... . + + + /+ + + + + + ��+ + 9 G 933.7 l32 M 8.2 x942.5 942.6:.:: / Cb ,O Q ............... i 9 Cd O /V ....... / + +� + + + + + + \\ x+ �\ 9`33 4 rn m 3� 3� 5 ?°4 -942 .: ,.... gAl /� � � �� .��.... . + + \ . R g: ..... ..... 936.3 9 �„3w 93/ ~....' • x 941.4 / Un� /% �` �� .. . 937.1 od //Q 3... . . \ / x x 933 93 0 `..93 9 4�a ��51 cs �x�C ���� WE+I-16 932.2 9 x x 933.2 AI x 941.2 + 9� \ x 933.3 x /I c_� '� rn ,9�- � -941:1 . / �� ++S> / FRET. 941:2 .. p�, 93 9 ........+> + + + + + + + + + x + rn M M w P"Ti+ +++ ti NET -9 o \ x x 932.5 ° N i `� WALL / 939.0 +art 933 (IM) 1^. x _� ,+) v+ 932 +(E).+.`-" .. .. .. . . + + , �Rq \+ \ + + + +xx\ I x 933.7 ���% x 934.3 \ - 94 940.3: + l' ... . T-10 AGE x 933.2 / TREE LINE 937.2 938.0 << .� 12763 EMENr�� \ x 932.1 �_ / x/934.6 \ / 939 <<.+^ ++ �+ 0j�3^�� \ wFT << + + + + + + + + \ /� x 933.7 % �- +9 \ 937.5 x J39,3:. x 938.5 lz .�� .... �� ­�32.8 x 933.9 934. 353 << \ �S + 7� \ <<:. /937.3 x \ .0 ... . L + + + + 263 6� + \��\�\<< x 936.4 ��\ 938.8.: S 93 M Cq % <\ 9' 3\ l \ A g /937.2 x .. . + + + �/ Fq < ORI Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 6 � + I I SCALE IN FEET /2 93\ ................. SURVEY LEGENDnT �a 934.5 P.� . . . . . . . . . . . . . . . . .930.6 ................... . PIPE TkV x 933.3 . \ 35.3 9 ^' CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION 90.7 x 932.6 "� \ 36 �.... . t x 933.7 //6•S6 S x °' O IRON PIPE MONUMENT SET � POWER POLE FFE FIRST FLOOR ELEVATION \ TREE LINE '937:4. • IRON PIPE MONUMENT FOUND GUY WIRE GFE GARAGE FLOOR ELEVATION g 9� 37.6 x 5�. A DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. x 934.5 CO .......... X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE \ +03^3`°' NM # REBAR MONUMENT FOUND ® SANITARY CLEANOUT ;:;s;;:;:':;:_;'i;'ii:;::i;: BITUMINOUS \ �2 7 ^ ....... PK NAIL MONUMENT SET s� STORM MANHOLE BUILDING SETBACK LINE l A PK NAIL MONUMENT FOUND ® STORM DRAIN CTV CABLE TV X 934.5 l ® PK NAIL W/ ALUMINUM DISC M CATCH BASIN CONCRETE CURB x935.5 .......... A SURVEY CONTROL POINT 4 FLARED END SECTION -960 - CONTOUR EXISTING �. 0 A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED °' ...... © CABLE TV PEDESTAL TREE DECIDUOUS - o GUARD RAIL n I I r I n T O .................. ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE v v I L_ V I QE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER OT TELEPHONE MANHOLE -X-X- FENCE 0) m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND Approximate location of FORCEMAIN per____ YARD LIGHT 0 UTILITY MANHOLE GAS- GAS UNDERGROUND Bonestroo Rosene Anderlik & Associates LIGHT POLE u❑ UTILITY PEDESTAL OHu OVERHEAD UTILITY "Sanitary Sewer Improvement Plan" v FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE dated October, 1999. z l FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE > SANITARY SEWER I FLAG POLE ® WATER METER » STORM SEWER \ FP FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND o Fr FUEL TANK QQ WELL RETAINING WALL Pr PROPANE TANK Mw MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP I WATERMAIN D4 GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL FIND REBAR-72-1© GAS MANHOLE HYDRANT 1 RAILROAD TRACKS 939.0 ` ce GENERATOR FIRD IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Piv POST INDICATOR VALVE O- RAILROAD SWITCH ` 0 HAND HOLE SIGN SATELLITE DISH II ` H MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN 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:117-.1-SEC.10 FILE NO. USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. RS SU CERTIFICA 1 E OF SURVEY DM/AK 3 EMW 10/18/2021 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y �� R� Hennepin County DRAWN 4 DLS 10/20/2021 REVISED HOUSE GRADES BY ADG STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s 10059-009 JRS 5 JRS 10/26/2021 REVISED DRIVEWAY AND GRADING EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 26th day of October, 2021. eu N SAT H R E-BERGQUIST, INC.GRADING ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND C n I CHECKED 6 EMW 10/27/2021 RESTAKE SURVEY SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O FSO I V O, PREPARED FOR: �I ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cc "'' CO DLS 7 JPM 12/1/2021 FOUNDATION ASBUILT N ��7 � WWW.SATHRE.COM MINNESOTA THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY DATE 8 JPR 9/7/2022 GRADING ASBUILT LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 c�'F 1 7/13/21 9 JPR 11/3/2022 CURB STOP ELEVATION, STORM INVERTS RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com RS 9 p j�ml �I-771 PIP 'q WAYZAT.,i /'� xrLxvh lI. N w1I iu T T O y S - a ✓,/ ,3 M A=� f+\n A L 1� o E NUNNF.T®NKA ARAC O ORI Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 6 � + I I SCALE IN FEET /2 93\ ................. SURVEY LEGENDnT �a 934.5 P.� . . . . . . . . . . . . . . . . .930.6 ................... . PIPE TkV x 933.3 . \ 35.3 9 ^' CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION 90.7 x 932.6 "� \ 36 �.... . t x 933.7 //6•S6 S x °' O IRON PIPE MONUMENT SET � POWER POLE FFE FIRST FLOOR ELEVATION \ TREE LINE '937:4. • IRON PIPE MONUMENT FOUND GUY WIRE GFE GARAGE FLOOR ELEVATION g 9� 37.6 x 5�. A DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. x 934.5 CO .......... X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE \ +03^3`°' NM # REBAR MONUMENT FOUND ® SANITARY CLEANOUT ;:;s;;:;:':;:_;'i;'ii:;::i;: BITUMINOUS \ �2 7 ^ ....... PK NAIL MONUMENT SET s� STORM MANHOLE BUILDING SETBACK LINE l A PK NAIL MONUMENT FOUND ® STORM DRAIN CTV CABLE TV X 934.5 l ® PK NAIL W/ ALUMINUM DISC M CATCH BASIN CONCRETE CURB x935.5 .......... A SURVEY CONTROL POINT 4 FLARED END SECTION -960 - CONTOUR EXISTING �. 0 A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED °' ...... © CABLE TV PEDESTAL TREE DECIDUOUS - o GUARD RAIL n I I r I n T O .................. ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE v v I L_ V I QE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER OT TELEPHONE MANHOLE -X-X- FENCE 0) m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND Approximate location of FORCEMAIN per____ YARD LIGHT 0 UTILITY MANHOLE GAS- GAS UNDERGROUND Bonestroo Rosene Anderlik & Associates LIGHT POLE u❑ UTILITY PEDESTAL OHu OVERHEAD UTILITY "Sanitary Sewer Improvement Plan" v FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE dated October, 1999. z l FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE > SANITARY SEWER I FLAG POLE ® WATER METER » STORM SEWER \ FP FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND o Fr FUEL TANK QQ WELL RETAINING WALL Pr PROPANE TANK Mw MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP I WATERMAIN D4 GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL FIND REBAR-72-1© GAS MANHOLE HYDRANT 1 RAILROAD TRACKS 939.0 ` ce GENERATOR FIRD IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Piv POST INDICATOR VALVE O- RAILROAD SWITCH ` 0 HAND HOLE SIGN SATELLITE DISH II ` H MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN 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:117-.1-SEC.10 FILE NO. USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. RS SU CERTIFICA 1 E OF SURVEY DM/AK 3 EMW 10/18/2021 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y �� R� Hennepin County DRAWN 4 DLS 10/20/2021 REVISED HOUSE GRADES BY ADG STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s 10059-009 JRS 5 JRS 10/26/2021 REVISED DRIVEWAY AND GRADING EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 26th day of October, 2021. eu N SAT H R E-BERGQUIST, INC.GRADING ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND C n I CHECKED 6 EMW 10/27/2021 RESTAKE SURVEY SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O FSO I V O, PREPARED FOR: �I ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cc "'' CO DLS 7 JPM 12/1/2021 FOUNDATION ASBUILT N ��7 � WWW.SATHRE.COM MINNESOTA THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY DATE 8 JPR 9/7/2022 GRADING ASBUILT LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 c�'F 1 7/13/21 9 JPR 11/3/2022 CURB STOP ELEVATION, STORM INVERTS RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com RS 9 p