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ORONO C <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />AT <br />I <br />BRV <br />10/17/2016 <br />DRAWN <br />2 <br />BRV <br />10/17/2016 <br />BRV <br />3 <br />BRV <br />12/21/2016 <br />CHECKED <br />4 <br />BRV <br />1/19/2017 <br />DBP <br />5 <br />BRV <br />1/25/2017 <br />DATE <br />6 <br />BRV <br />3/2/2017 <br />09/03/16 <br />FILE NO. <br />purport to show exactly how the driveway shall be built. <br />6. <br />Fx X963.5 <br />963.1 <br />9) <br />i <br />x 963.7 <br />RB <br />i <br />4• v � � �_ <br />6 � <br />x 966.5 <br />0 <br />C� x 967.0 70Q <br />/ l <br />�x 968.1 �j1 <br />x 965.1 970_: /� <br />x 968./ i "o X <br />x 96" 972. <br />x/ .�0 x 973.,\ 974.7 <br />970. I// / / / / �Sel� / a i97I JS 9793 <br />588`-� <br />J x 96y / �� / / / < /g 5 �--_ <br />983.8 <br />/ x _979.1 �s�l � <br />o / / / 1 <br />/ / / / / 97.8 /// <br />� TRD 99 <br />X 970.6 � / $D682'� � � � 9�8'4.5x 985.3 <br />cl � / �0 / T� � \ r / <br />/ 981.5 / x 981.9 <br />BLOCK 3 <br />983.7x` /0) <br />i ! / LOT 7 <br />x g$I.8 <br />x 972.2 0 x 980.6 \ y x `984.6 <br />.��'� 982.3 / -j <br />\ ��79.8 OS#14 / CO <br />1�/ ` $p 980.1% <br />x \ ^4M �� Q /�qB0 97 7 x TRD 824 �\ <br />/ 77 x° O �� / 980.3 <br />1 / a -GRAVEL PATH// <br />A / TO BE REMQ ED ca / <br />X 97? 5 / }� TRD 827 i� TRD 82 <br />/ 981.9 5 Xl r 979.3 979.3 <br />g\ 980.0 (979. ) i OS#3 / 98� x 980,9 <br />y j9 -� X919.59 // � / <br />--T o QCO <br />/ OS#2 11 1 xx /` /979.09 <br />982.19 N, 79.3�/ (978.9)0 /0 (978.4)X y / <br />7 - 978.4x � <br />x 972.9r // 980.3E 17.5 0 979.4 984.8 98 /� -11 <br />/ �}_- 24.0 co or, r o BFE WOEI8.0 /980.0) O �/ x 977.7 / C TRD 822 <br />98 67 t�o TRD 828 0 979.6 g79. 0976.8// <br />/ ! 983.9 n// (982.0 98� SIL T FENCE - <br />RIP <br />S 5684 S/\ �' PROPOSED WALKOUT / <br />cJ O / 3.0 gg4.0) I <br />j / 0 80.0 O'// 975.9 <br />5_ X7,30 LAKEVIEW �`V / 4 <br />r�-r x 71.5 PARKWAY /TOF <br />/ N� TOF /TOF 98$.5.0 OS #5 ?' / <br />�l OSI /g860) <br /># 988. 988.5 14.5 i' _'-,o 978.56 x 977.3 / y� <br />RD 829 / /// 978.97 6 a13.Oo - -- IC.O <br />l� <br />974.E x /I �� 981.7/ 511 ° A 38 4 / STO P ca r _52.0 <br />A? 983,02 0 o OS#6� x 976.4 <br />OS#10 ' 22-a EX('87.0) 0978,76 i x 75.5 <br />982-214.1110 0'-' 984. <br />rV• 70 p O <br />✓ 00 <br />/GFE <br />,a0O 986.��� f <br />PRO OSED <br />973.4 / SEP lC SITE N� 0 1� �0� D f / <br />�m rn ` OS#9 9 TR O� I <br />983.37 �� 94,8 ° a1 X(986• ) WELa_ / S� <br />d <br />974 \ gip;/I ��S� � ;r B - / / <br />I <br />984.,55 0 I (q9843 <br />y / <br />m TRD 16 / <br />/ \ x 9 I. x ` 977.8 / <br />�9 98317 % r�-r 6 <br />X 9�.5 / � �J <br />X 983. i9 / 60 <br />/ 972.6 / �8A 5�� N % <br />X 979,4' V <br />x 97I_ / `9�p < p. 976.9 <br />178.4 \\ / /i x 975.8 <br />/ I `�� PI 20 bra /, Qj i x 975.1 <br />/ x O <br />C� / o 979. M �° y <br />^$� ! \ \ i <br />X 972.5 � / `, <br />972.4' / � I x 980.4,0§� <br />972- � i \J 97x9.4 ���� <br />\`40 / TRD 8 PROPOSED <br />�y ,\976 7 SEPTIC SITE i X77.5 <br />/ 973.7 `° SIL T FENCE 10 <br />x 974.8 <br />/ <br />x 975.3\ I <br />X 970.6 <br />TRD 834 / <br />971. I x / \ \ _� 978.5 <br />/Ad x 977.2 / l <br />973-8 x/ <br />I oe <br />U'll <br />/ j 978.0 <br />X 975.8 / \ vi \ x 975.0 <br />/ x 976.2 OAK 18 1 <br />/ ' ! 976.9 978.1 x <br />X 967 5 / 969.9 976.7 x <br />ase <br />011 / lIaSB --._less ---.__lass-lase1 80.0 <br />� <br />X-976.1 ass <br />{ylss978.7�1sss�„ e <br />- x 977.0 <br />x 977.2 � <br />�98Q.8 MAP 24 / <br />`9> 982.0 / <br />4, 977. I x 1978.6 x <br />�2 \- V 981 8 / <br />\-- -j-976 x/78.6 <br />\ 962.8 <br />TMJ 3 <br />---- / 84° <br />-- _� 064�V 213-33 <br />O -PROPOSED <br />E' ROG B CULVERT <br />u, f g <br />m ENTRANCE 73 <br />x <br />y - <br />� <br />I <br />I <br />f <br /># T <br />FIP 25684 A _ \ 964.4- - - _ - <br />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 <br />I I <br />ONE FOOT DROP IN THE GARAGE FLOOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. ��RS SUR <br />REVISED HOUSE PLANS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated thi 13th day of October, 2016. 20 O <br />ADDED LANDSCAPE PLAN AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND ! cin <br />RESTAKED HOUSE SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />FOUNDATION ASBUILT THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY p �'� w 40 <br />REVISED PORCH/DECK AREA LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 Q+ $� <br />RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com ERS P 0. <br />"i <br />RECEIVED <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />MAR 2 3 2017 <br />Property Description: Lot 7, Block 3, LAKEVIEW OF ORONO, <br />according <br />to the recorded plat thereof, Hennepin County, Minnesota. CITY OF ORONO <br />1. <br />Address: 780 Lakeview Parkway, Orono, Minnesota. <br />2. <br />Existing utilities shown are shown in an approximate way only. <br />® <br />The contractor shall determine the exact location of any and all <br />= 986.9+0.33= 987.2 (NOT POURED) <br />existing utilities before commencing work. He agrees to be fully <br />= 988.5 <br />responsible for any and all damages arising out of his failure to <br />= 979.6+0.33= 979.9 (NOT POURED) <br />exactly locate and preserve any and all existing utilities. <br />3. <br />Must maintain a minimum 2% slope gradient to accommodate <br />N <br />positive drainage. <br />TFDN <br />TOP OF FOUNDATION ELEV. <br />4. <br />All set offset irons are measured to hundredths of a foot and can <br />GUY WIRE <br />be used as benchmarks. <br />5. <br />The proposed driveway shown is conceptual only and does not <br />FILE NO. <br />purport to show exactly how the driveway shall be built. <br />6. <br />A title opinion was not furnished to the surveyor as part of this <br />CONCRETE <br />survey. Only easements per the recorded plat are shown unless <br />SURVEY MONUMENT SET <br />otherwise denoted hereon. <br />7. <br />Proposed grades shown adjacent to building foundation refers to <br />• <br />top of black dirt. <br />8. <br />Verify sanitary service invert prior to any concrete work. <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />= 987.3 (1' DROP) <br />Proposed First Floor Elevation <br />= 990.6 <br />Proposed Top of Foundation Elevation <br />= 988.6 <br />Proposed Basement Floor Elevation <br />= 979.9 <br />Asbuilt Elevations <br />® <br />Asbuilt Garage Floor Elevation <br />= 986.9+0.33= 987.2 (NOT POURED) <br />Asbuilt Top of Foundation Elevation <br />= 988.5 <br />Asbuilt Basement Floor Elevation <br />= 979.6+0.33= 979.9 (NOT POURED) <br />Setbacks <br />Min. Front Yard Setback = 50' <br />Min. Side Yard Setback = 30' <br />Min. Rear Yard Setback = 50' <br />Offset Irons <br />(elevations are to the top of pipe) <br />OS #1= 981.67 OS #2= 982.19 <br />OS #3= 979.59 OS #4= 979.09 <br />OS#5= 978.56 OS#6= 978.76 <br />OS #7= 984.30 OS #8= 984.55 <br />OS #9= 983.37 OS #10= 982.24 <br />OS#11= 983.02 OS#12= 984.70 <br />OS #13= 978.97 OS#14= 980.19 <br />Hardcover <br />Lot Area = 87,780 Sq.Ft. <br />House Area = 3,410 Sq.Ft. <br />Driveway Area = 4,846 Sq.Ft. <br />Stoop Area = 140 Sq.Ft. <br />Deck Area = 122 Sq.Ft. <br />Retaining Wall = 23 Sq.Ft. City Of Ol•OnO Plan Reoew <br />Brick Patio = 266 Sq.Ft. Planning &Zoning. <br />Window Well Area = 30 Sq.Ft. ite plan Review Date: RANO Cop I <br />Sidewalk Area - 102 Sq.Ft. S <br />PROVED STH REVISIONS (sem not") Impervious Surface = 8,939 Sq.Ft. rl APPROVED <br />Total Impervious Coverage = 10.2% O DENIED <br />0111 <br />Bearings <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />STORM MANHOLE__ <br />-� TRAFFIC SIGNAL <br />SURVEY LEGEND <br />TELEPHONE UNDERGROUND <br />OO <br />CAST IRON MONUMENT <br />WOE <br />WALKOUT ELEVATION <br />C WELL <br />® <br />CATCH BASIN <br />FFE <br />FIRST FLOOR ELEVATION <br />-7. BITUMINOUS <br />Q <br />FLARED END SECTION <br />GFE <br />GARAGE FLOOR ELEVATION <br />BSBL BSBL BUILDING SETBACK LINE <br />N <br />GATE VALVE <br />TFDN <br />TOP OF FOUNDATION ELEV. <br />-- ,TV CABLE TV <br />< <br />GUY WIRE <br />LO <br />CABLE TV PEDESTAL <br />CONCRETE CURB <br />FILE NO. <br />HYDRANT <br />ELECTRIC TRANSFORMER RANSMER <br />CONCRETE <br />O <br />SURVEY MONUMENT SET <br />C <br />ELECTRIC MANHOLE <br />-- 967 - CONTOUR EXISTING <br />• <br />SURVEY MONUMENT FOUND <br />G <br />ELECTRIC METER <br />sso _- CONTOUR PROPOSED <br />SURVEY CONTROL POINT <br />© <br />GAS METER <br />- DT --- DRAIN TILE <br />LIGHT POLE <br />O <br />GAS VALVE <br />------- Esc ELECTRIC UNDERGROUND <br />°-- °-- <br />GUARD RAIL <br />-X-X- FENCE <br />POWER POLE <br />SO <br />SANITARY <br />J <br />HAND HOLE <br />- -- o -- -- FIBER OPTIC UNDERGROUND <br />/ <br />MANHOLE <br />SOIL BORING <br />- -- -GAS GAS <br />SANITARY CLEANOUT <br />TREE CONIFEROUS <br />UNDERGROUND <br />OHu OVERHEAD <br />SIGN <br />UTILITY <br />972.5 <br />GROUND ELEVATION <br />0 <br />TREE DECIDUOUS <br />11111 11111111111++ RAILROAD TRACKS <br />0 <br />STORM DRAIN <br />CO <br />TELEPHONE MANHOLE <br />> SANITARY SEWER <br />sT <br />D <br />TELEPHONE PEDESTAL <br />STORM SEWER <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />STORM MANHOLE__ <br />-� TRAFFIC SIGNAL <br />TEE <br />TELEPHONE UNDERGROUND <br />YARD LIGHT <br />O UTILITY MANHOLE <br />UTA <br />UTILITY UNDERGROUND <br />(J A/C UNIT' <br />X DENOTES TREE TO BE <br />REMOVED ❑� UTILITY PEDESTAL <br />WATERMAIN <br />X972.5 <br />FOUNDATION ASBUILT ELEVATION <br />TWP.117 - RGE.23 - SEC.07 <br />FILE NO. <br />Project City: Orono <br />CERTIFICATE O F <br />SURVEY <br />Hennepin County <br />31202-354 <br />PREPARED FOR: <br />GONYEA HOMES � <br />_1 10 La kvi ew Pel,rl "y <br />2.0 (7 - 00173 / Porch f D?aUC. <br />