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BENCHMARK SANITARY MANHOLE COVER <br />------I-- ELEVATION=816.26 ASSUMED <br />INVERT ELEVATION=799.16 <br />3 <br />I N <br />I N <br />wo <br />STORM SEWER MANHOLE COVER I A �,1\ <br />RIM=817.29 S 817.29 <br />INVERT=813.2t RECORD <br />DRAWINGS (FIELD VERIFY) o <br />m <br />I / 1 <br />m i 3 00 <br />1 � <br />/ \\ 1 815.89 <br />/ N \ 1 I <br />OH W \\ 1 �\ <br />nuu I <br />REPLACE STREET IN KIND. - <br />TYPICAL (HATCHED). <br />SEE SHEET C6 UTILITY PLAN <br />L E <br />G E N D it <br />O <br />DENOTES <br />12 INCH COMMON SPIKE SET WITH <br />WASHER STAMPED RLS 16464 OR AS NOTED. <br />DENOTES <br />IRON MONUMENT FOUND <br />SIZE, TYPE, <br />& R.L.S. AS NOTED. <br />. xxx.xx <br />DENOTES <br />EXISTING SPOT ELEVATION <br />--- xxx ---- <br />DENOTES <br />EXISTING GRADE CONTOUR <br />- G -DENOTES <br />UNDERGROUND GAS LINE <br />- W -DENOTES <br />WATER MAIN OR SERVICE <br />-ss-DENOTES <br />SANITARY SEWER OR SERVICE <br />-sTm-DENOTES <br />STORM SEWER OR SERVICE <br />n <br />DENOTES <br />CHAIN -LINK FENCE <br />0 <br />DENOTES <br />WOOD FENCE <br />© <br />DENOTES <br />TELECOM PEDESTAL <br />QT <br />DENOTES <br />TELECOM MANHOLE <br />OD <br />DENOTES <br />STORM SEWER MANHOLE <br />OS <br />DENOTES <br />SANITARY SEWER MANHOLE <br />g <br />DENOTES <br />WATER VALVE <br />� <br />DENOTES <br />UTILITY POLE <br />o <br />DENOTES <br />GUY ANCHOR <br />OHw- <br />DENOTES <br />OVERHEAD UTILITY WIRES <br />T - <br />DENOTES <br />UNDERGROUND TELEPHONE LINE <br />V <br />DENOTES <br />FIRE HYDRANT <br />F-1 <br />DENOTES <br />CONCRETE SURFACE <br />13.07 <br />FES INVERT <br />ELEVATION=813.07 <br />1) MO tTION __P AN <br />816.87 i' ---------------- ---___ <br />- - - - - - - - - - - <br />816.58 * 816.67 Y- 817.18 �i'X 816.64 <br />816.10 <br />N63'37'51 "W <br />0 <br />X 815.52 <br />i <br />i <br />i <br />i <br />r G <br />I <br />$1N <br />I <br />1813.99 <br />I I <br />I I <br />I \ <br />I \ <br />I\ <br />I \ <br />I \ <br />815.62 I \ <br />I \ <br />I \ <br />I <br />I \ 10 0 <br />I \ <br />I \ <br />I \ <br />\ <br />I <br />\ 813.87 <br />GRAPHIC SCALE <br />10 20 <br />( IN FEET ) <br />1 inch = 10 ft. <br />/ <br />/ <br />/ <br />/ 814.09 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />f <br />f <br />/ <br />f <br />f <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I / <br />I <br />I <br />I <br />I / <br />I <br />41 814.00 <br />\ <br />ELEVATION=813.33 I BOTTOM STRUCTURE ELEVATION=811.39 --- -- <br />_ <br />814.15 ���'--------- <br />------ 8" ORIFICE INVERT ,,-'��---------------813--------------- - _______------- ---- + 812.a7 ------------------- <br />STM a15.oa ELEVATION=812.08 ___ _ <br />15"RCP STM ------------------ ___ _----------------- -� + a12.1e <br />812.90--------------__ 812 73 <br />/ � �__-------- * 812.60 - -_-- _ <br />812.45 1.812.15 812.24 \ <br />815.87 / ha `` i\\\`--------------------813------- X 812.35 ''///// __---------- \ <br />812.15 <br />FES INVERT ---__ ___-------------- +a12.a6 \ + \ <br />I I c I ELEVATION=812.54 �'��---------814-------------------------------- <br />I------J - � 813.79------------- \ <br />I- - - --------------------- __-- <br />RGQ`�\-'' ------------------------ \ -815- - - - ------------- - __,____--------------816:18- <br />, <br />��---817------- 15 `---------- --�------------- -__ ,, CONCRETE CURB + 81a.11 \ J <br />/ co 817.35 817.39-------------------- _ -- - - - - - - <br />817.21 - 816.94 816---------------. ----- <br />�N ") <br />voi�� 'Fill <br />QP <br />BITUMINOUS PARKING LOT CONCRETE CURB 816.57\``--------------------------------------- 816.51 7910 LAKE DRIVE, LINO LAKES, MN 55014 <br />816.45 0� <br />IM <br />m rF 816.58 G <br />BASIS OF BEARINGS: ASSUMED <br />SITE ADDRESS: 7910 LAKE DRIVE, LINO LAKES, MN 55014 <br />TOTAL AREA: 30,480 SQ. FT OR 0.70 ACRES <br />Client: MR. PAUL SELBITSCHKA <br />Design by <br />Original date <br />I certify that this plan, specification, or report was prepared by <br />PRECISION TUNE AUTOMOTIVE CENTER <br />JF <br />10-11-2021 <br />me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the state of Minnesota. <br />550 LILAC STREET <br />LINO LAKES, MN 55014 <br />Drawn by <br />Revisions <br />Jonathan L. Farad <br />Date 10-11-202021 Minnesota Reg. No. 16464 <br />PHONE: 651-784-1100 <br />RP <br />LAKE AND LAND SURVEYING, INC. <br />Survey book No. <br />Page title <br />SURVEYING/CIVIL ENGINEERING <br />DEMOLITION PLAN <br />1200 CENTRE POINTE, SUITE 375 <br />S.A.P.number <br />Sheet number of <br />ST PAUL, MN. 55120 <br />PHONE (651) 776-6211 <br />E-MAIL' JONFARACI@HOTMAILCOM <br />2021.375 <br />