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Home My WebLink About2017 Foundation As-Builtf� j - ! 808.50 �o rl l _.. •-IU----- - OHU I FIELD CREW JD, AT DRAWN JJA CHECKED DBP DATE 3-14-2016 W r7 N89054'54"W 264.00 cPNL N FN !H aF\ FLARED END SECTION 06.x.; O ql ' IP _---1 _,T 10" 30" W6 6„ 962.0 l0' - " 962.0 962.8 962.1 %� 16" 962.0 8„ 962.2 z 18"9572 \ 960.3 59.9 J 90o I W � 10 =0 Ki ~ cWn C) I x 9(24 I6" o - -- 962.2 O L� 14' 959.8 O --- 961.8 '< 961, U-) 8 w Z 964.0 I J W C r- to the fence is located on. W W Sidewalk 69 S.F. X972.5 I TWPA 17 - RGE.23 - SEC.04 1 I � r--------' I I SW CORNER OF THE NW OF - OS #5 962.88 THE SE OF SEC.4, T.117, R.23 155 S.F. < _J X I Screen Porch = 186 S.F. o I i rl l _.. •-IU----- - OHU I FIELD CREW JD, AT DRAWN JJA CHECKED DBP DATE 3-14-2016 W W N89054'54"W 264.00 cPNL U FN !H aF\ FLARED END SECTION 06.x.; O V 1,)1 x 963.6 - 963.` gr; 963.6 N I n -1 A A -7 \ 963.5 706 963.320 x 961.2 x 9 60. 4 x 958.2 \ 956.0 0.7 WEST.AND 0 , S;_n T-- - r� EST: �,.r 962-� 962.8 < 9623 96x'.4 1, 2-/- N89054'54"W 264.00 cPNL 96 .5 FN !H aF\ FLARED END SECTION 06.x.; - FiJD IP q�� 0 _ ,r'.,, ql ' IP _---1 _,T 10" 30" W6 6„ 962.0 l0' - " 962.0 962.8 962.1 %� 16" 962.0 1,)1 x 963.6 - 963.` gr; 963.6 N I n -1 A A -7 \ 963.5 706 963.320 x 961.2 x 9 60. 4 x 958.2 \ 956.0 0.7 WEST.AND 0 , S;_n T-- - r� EST: �,.r 962-� 962.8 < 9623 96x'.4 1, 2-/- N89054'54"W 264.00 cPNL x 4 ss.8 FN !H aF\ FLARED END SECTION 96.,. '� - FiJD IP q�� 0 _ ,r'.,, OHI; _---1 _,T 10" 30" W6 6„ 962.0 l0' - " 962.0 962.8 962.1 %� 16" 962.0 8„ 962.2 Y"_ 96� 9 12" I 6" y 961,5 ! W963.6 I 964.0 18"9572 \ 960.3 59.9 J 90o I SURVEY MONUMENT FOUND 962.1 `-'•6' 0 �=24 ' TRACT 1 X Fence ties are shown on the I x 9(24 I6" o - -- 962.2 I x 963-8 14" M 14' 959.8 I LL E --- 961.8 '< 961, U-) 8 9 62 i x 964.0 I 0 956 x '952.4 >. 9-: o x 962 N I 1 A/ / A 961,7 i� F jT_ I I F I �� r- � 96L� \ ap 5;:, _., o / - I O 'n16 x 961.9 `t w z { - x 962.3 24" '961.8 x 961.7 IR` a 96 9 a \ J J W961.9 708 x 96?.2 / j I 90, 1 Q Q I / I 961., 962.139 30" 1 �-----a � J ----- 55.77 - - - - - -- I <L I CPNL r, 1 60. x 956-9 w o o; 562. t 96!.9 F ` I T- 7 W ^ ; 89054 54"E 132.00 W t'' L- -u e t_ I 11 ;q / � I I\ o 1, s h,G- - J z 9 I T 90 0 91 t REv!OV,, , MAP I6" 1 k% �n �n QQ�� 960.5 1 900 963PLIT _� 962.7 co I ��L�- x 963.1 --\� BSBL BSBL BSBL BSBL SBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BadL 9'BL, BSBL MAP 16" ►:' 9ci 6 958.5 O / i \ g62.'S y. 962.8 � � 1 OS#2 OS#3 �; I O _ -yC 00 963.33962.24 v N S89°54'54"E 132.00 °F-4.-6�- _ SCREEN �6�a.$ 965.8 n= rn o �� 1 N I x c fit / 963.ose13 15 C PEX. PORCH 0 16.0 0^ -18.0 s�2 ,_ � W O T 64 5 - r n -- - x ------------- 965.8 W 1 6.9 gg4#3 5' 8 X4.0 JI! 18.0 N ;95�F' 15" s LOE X m G. r+� O 962.6 I N m 3 N CO / 96 .6 - 960.3 � m gc^ /� L o m BFE= � �-.-MAP 8" - F- o x 61, 8 / 956.8 --' 958.6 �O = w z o 964.4 BcDUSE TO LOOKOUT O / MOVE _J -� "� 2660 FOX STREET I L0 (6 Q_ z U) x 53.2 "t 58 7m f 8 o M - -- w SEP ! iC964.6, -� 7i - ---- - �C.47- \ - ------ -- -----t------ 0 _ � o �- �' o SHED W W --- - 964.2 � � � � z = 9 -m'------_- x 964.0 0 TOF= J F- V) ----- %= M �I -----, 96 8 ..-makX963 � 965.8 965. BAS 42" 6 8� 0958.F m 1 _ IQ,3. 1 33.5 -.. -.-960:1------------9 J - ` x 957.9 lI ---------- ---- I OSi/5 GFE- 963.8 L 6\ M3 J ! I 962.88 5. r 963.8 963.1 34 5 t STOOP 4 m P'N 10" /0r m nF- c TI I r- r�r- _ / _ AP I° m9579 t- - m MAP��'E1 -y62.4 - ( - i ; __. OS#4 958.6 1 V h'� -) -- 961.0 -�/ I I 1 F] L_ i L y -_ L �960.3Q • I MAP 14" `\ (PRIMAR',') -- - -----_ 969.0 - - - - - -- m - :Zn i_ SOUTH LINE OF THE NW 4 OF L 0 , LO F- F- 71 T to h - 7 �) r� THE SE ' OF SEC.4, T.I17, R.23 ci y y ,A �� x 949-5 M 6 �22d PIN 12 -30-- - 5 95§-! PIN 8" i 960.3 960.8 W959.8 PRCPt,�Eu; �t --30 - r TRACT 2 m BI t vl: UUa. 1 1 956 r - - m --------- ��DR1VEt^aA P i / 956.8 958.6 I \ x 95 MAP 10" r - u5�8 9 i5 956.1 L - - F-. BSBL BSBL_ BSBL BSBL BSBL BSBL SBL B�L�� BS L, G3SBC BSL oBSBL BSBL BSBL BSB Q58 BSBL BSBL BSBL BSBL L1 ' StPTi� n1� j 5? \\t.. 958.4 x _T i J �, r � , I 1 r rCEI MAP 14" MAP 14" 957.5- ;' 956.7 ! _ KI A%16" 7 a C x 955-3 ( /l 952.7 !' X554.2 _ 1 p Qy 7 / 957.; MAP 22" 9J6.2 I x ---__ x 956.9 I , y 957.0 I 957.2 CONCRETE ' I / WASHOUT I `, MAP 36" WIL 25"- - I f ✓ AREA I 952.4 MAP 14" 2 ----955.9 I J x 954.1 x 955.8 956-I 1 I �� 3 \ ti -,. - rND, Z' 15:,,51,, 95 47. 955.1 954.9 J_M 4 F o�N89b54'5o4"W 264.00 -'_'r 945.7 - -- - -..-- _--- 953.380 -- o ------ OCK BERM CPNL -- - - - -- �--- o ENTRANCE FOX STREET OHU OHU -- UHU--- 01, : Hu - - --- o a----- OHu OHC / OHU OHI- GANDER ROAD NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 1 EMW 6/15/2017 ADDED PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. FLS I SURL 2 EMW 7/24/2017 STAKED OFFSETS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 15th ay of M, 2016. O o 3 DZB 8/4/2017 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND �u % ' I `� � CO SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , m THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� C N �� LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES11 RESULTING FROM ILLEGITIMATE USE. David B. Pemberton PLS Minnesota License No. 40344 FRS - pemberton@sathre.com Pip SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 DESCRIPTION OF PROPERTY SURVEYED TRACT 1: That part of the West one-half of the Southeast quarter of Section 4, Township 117, Range 23, described as commencing at a point on the West line of said West one-half of the Southeast Quarter, distant 103 feet North from the Southwest corner of the Northwest Quarter of the Southeast Quarter of said Section 4; thence East, at right angles to said West line 808.5 feet; thence South, parallel to said West line, 55 feet to the point of beginning; thence East, at right angles to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet; thence South, parallel to said West line, 163.5 feet; thence West at right angles to said last described parallel line, 264 feet; thence North, parallel to said West line, 147 feet to the point of beginning. TRACT 2: That part of the Northwest Quarter of the Southeast Quarter, Section 4, Township 117, Range 23, described as commencing at a point on the West line of said Northwest Quarter of the Southeast Quarter distant 103 feet North from the Southwest corner of said Northwest Quarter of the Southeast Quarter; thence East, at right angles to said West line, 808.5 feet to the actual point of beginning; thence South, parallel to said West line, 55 feet; thence East at right angles to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet; thence North, parallel to said West line 38.5 feet; thence West, at right angles to said last mentioned parallel line, 264 feet to the actual point of beginning. 1) Site Address: 2660 Fox St, Orono, MN 55391 2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2 annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270178 0304 E, effective date of September 2, 2004. 3) Parcel Area Information: Gross Area: 53,328 s.f. - 1.224 acres 4) Benchmark: Elevations are based on Hennepin County Control Point Station Name: Andrew which has an elevation of. 938.15 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is RR -I B (One Family Rural Residential - 2 acres) per the City of Orono's zoning map dated March 2011. 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 March 14, 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet; Side: 30 feet; Rear: 50 feet Height: 2 z, 30 feet Stormwater Quality Overlay District Tier: Exempt 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. 6) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fiilly responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 7) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks. 9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 10) 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. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. Proposed Elevations Asbuilt Elevations Proposed Garage Floor Elevation = 963.4 (2' DROP) Asbuilt Garage Floor Elevation = 963.1 + 0.33 = 963.4 (Not Poured) Proposed Top of Foundation Elevation = 965.7 Asbuilt Top of Foundation Elevation = 965.8 Proposed Look Out Elevation = 960.2 Asbuilt Basement Floor Elevation = 960.3 Proposed Basement Floor Elevation = 957.0 Asbuilt Lookout Opening Elevation = 956.8 + 0.33 = 957.1 (Not Poured) - 1, 2-/- -- CATCH BASIN < FLARED END SECTION OHU OHG OHI; _---1 GANDER ROAD NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 1 EMW 6/15/2017 ADDED PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. FLS I SURL 2 EMW 7/24/2017 STAKED OFFSETS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 15th ay of M, 2016. O o 3 DZB 8/4/2017 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND �u % ' I `� � CO SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , m THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� C N �� LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES11 RESULTING FROM ILLEGITIMATE USE. David B. Pemberton PLS Minnesota License No. 40344 FRS - pemberton@sathre.com Pip SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 DESCRIPTION OF PROPERTY SURVEYED TRACT 1: That part of the West one-half of the Southeast quarter of Section 4, Township 117, Range 23, described as commencing at a point on the West line of said West one-half of the Southeast Quarter, distant 103 feet North from the Southwest corner of the Northwest Quarter of the Southeast Quarter of said Section 4; thence East, at right angles to said West line 808.5 feet; thence South, parallel to said West line, 55 feet to the point of beginning; thence East, at right angles to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet; thence South, parallel to said West line, 163.5 feet; thence West at right angles to said last described parallel line, 264 feet; thence North, parallel to said West line, 147 feet to the point of beginning. TRACT 2: That part of the Northwest Quarter of the Southeast Quarter, Section 4, Township 117, Range 23, described as commencing at a point on the West line of said Northwest Quarter of the Southeast Quarter distant 103 feet North from the Southwest corner of said Northwest Quarter of the Southeast Quarter; thence East, at right angles to said West line, 808.5 feet to the actual point of beginning; thence South, parallel to said West line, 55 feet; thence East at right angles to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet; thence North, parallel to said West line 38.5 feet; thence West, at right angles to said last mentioned parallel line, 264 feet to the actual point of beginning. 1) Site Address: 2660 Fox St, Orono, MN 55391 2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2 annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270178 0304 E, effective date of September 2, 2004. 3) Parcel Area Information: Gross Area: 53,328 s.f. - 1.224 acres 4) Benchmark: Elevations are based on Hennepin County Control Point Station Name: Andrew which has an elevation of. 938.15 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is RR -I B (One Family Rural Residential - 2 acres) per the City of Orono's zoning map dated March 2011. 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 March 14, 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet; Side: 30 feet; Rear: 50 feet Height: 2 z, 30 feet Stormwater Quality Overlay District Tier: Exempt 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. 6) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fiilly responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 7) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks. 9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 10) 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. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. Proposed Elevations Asbuilt Elevations Proposed Garage Floor Elevation = 963.4 (2' DROP) Asbuilt Garage Floor Elevation = 963.1 + 0.33 = 963.4 (Not Poured) Proposed Top of Foundation Elevation = 965.7 Asbuilt Top of Foundation Elevation = 965.8 Proposed Look Out Elevation = 960.2 Asbuilt Basement Floor Elevation = 960.3 Proposed Basement Floor Elevation = 957.0 Asbuilt Lookout Opening Elevation = 956.8 + 0.33 = 957.1 (Not Poured) - 1, 2-/- ID CATCH BASIN < FLARED END SECTION I` X GUY WIRE _,T HYDRANT ER RUN IProposed LNGDON SURVEY MONUMENT FOUND Impervious Coverage cc X Fence ties are shown on the Offset Irons Lot Area = 53,328 S.F. CO I LL E side of the boundary line that (elevations are to the top of pipe) House = 3,050 S.F. C X� the fence is located on. OS #1= 963.34 OS #2= 963.33 Sidewalk 69 S.F. X972.5 I TWPA 17 - RGE.23 - SEC.04 OS #4= 960.30 OS #3= 962.24 Bit. Driveway = 2,306 S.F. = - N - OS #5 962.88 Concrete Stoop 155 S.F. < _J X I Screen Porch = 186 S.F. o o z Total Area = 5,766 S.F. UJ 5 Coverage= 10.81% Y tcO,x), I Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND L CAST IRON MONUMENT ID CATCH BASIN < FLARED END SECTION I` GATE VALVE GUY WIRE _,T HYDRANT ER RUN FFR �� LNGDON SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT TR. F �N R WILLOW yr V I - > SANITARY CLEANOUT N SIGN �! DR. GROUND ELEVATION C STORM DRAIN sT c�> c YARD LIGHT X972.5 I TWPA 17 - RGE.23 - SEC.04 3' 0 N N < _J I O o o z T UJ 5 Y X S X ST. SITE p o , FOX ST. '� A AA E �Z�W N. UJP c< tcO,x), I Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND L CAST IRON MONUMENT ID CATCH BASIN < FLARED END SECTION I` GATE VALVE GUY WIRE _,T HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT LIGHT POLE c0_3 POWER POLE SANITARY MANHOLE - > SANITARY CLEANOUT -. SIGN 972-F x GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE W' YARD LIGHT X972.5 FOUNDATION ASBUILT ELEVATION TWPA 17 - RGE.23 - SEC.04 tcO,x), I Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND L A/C UNIT ID CABLE TV PEDESTAL ELECTRIC TRANSFORMER ELECTRIC MANHOLE ELECTRIC METER _,T GAS METER GAS VALVE -°-° °- GUARD RAIL F:= HAND HOLE SOIL BORING H'- TREE CONIFEROUS TREE DECIDUOUS - > TELEPHONE MANHOLE -. TELEPHONE PEDESTAL T-1, TRAFFIC SIGNAL _9 UTILITY MANHOLE El UTILITY PEDESTAL W' WELL BITUMINOUS aSE' BSBL BUILDING SETBACK LINE Project City: Orono FOUNDATION ASBUILT Hennepin County RECEIVED 0G] 1 1 a i i PREPARED FOR: CITY OFORONO ZEHNDER HOMES FILE NO. 99595-058 1 1 2-U(OD W 5fYW ,w o - w7oo - FUurWl m_ M- ' CABLE TV CONCRETE CURB CONCRETE CONTOUR EXISTING CONTOUR PROPOSED _,T DRAIN TILE ELECTRIC UNDERGROUND ' -- FENCE F:= FIBER OPTIC UNDERGROUND GAS UNDERGROUND H'- OVERHEAD UTILITY RAILROAD TRACKS - > - SANITARY SEWER ,,__ __ --.- STORM SEWER T-1, TELEPHONE UNDERGROUND U L UTILITY UNDERGROUND - 1 WATERMAIN Project City: Orono FOUNDATION ASBUILT Hennepin County RECEIVED 0G] 1 1 a i i PREPARED FOR: CITY OFORONO ZEHNDER HOMES FILE NO. 99595-058 1 1 2-U(OD W 5fYW ,w o - w7oo - FUurWl m_ M- '