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I <br />IRIM -920.5 <br />NV(N)=909.4_ <br />INV(S)=909.4 <br />INV(W)=909.7 V I <br />--920.7 <br />—>> >>--.—>>---. � ` ` RIM(E)=91 <br />»--->>—_—-------�— I INV(E)=913.7 <br />»---� - »---� k _ _ <br />INV(W)=913.7 <br />RIM=919.6 STM <br />INV(SW)=911.4 y0I \ <br />INV(E)=911.3 <br />St 1H <br />-- a --- -------Gv---- __- ---� — _--_� ----� ---- ?c` X . <br />/L =�—-7 <br />7 3 <br />/ SAWCUT BITUMINOUS &� \\� <br />REMOVE CURB & /\ <br />/ PAVEMENT AS REQ'D \ \ \ <br />FOR NEW CONST. (TYP) <br />\ <br />11 l <br />--919- <br />\ N SFJ 9,3 <br />,g1��\ •� Q V 912.0 � v <br />o u / <br />J <br />EXISTING`vv <br />WETLAND / J \ 2 3 \ <br />yl <br />cv <br />EM H /� �\ �♦ f� vvvvvv II <br />,J �� <br />d�/ COORDINATE W/UTILITY COMPANY <br />k j FOR REMOVAL/RELOCATION OF \ � <br />a i UNDERGROUND ELECTRIC "? / I v <br />11 <br />II <br />Vv <br />_ I I <br />\ <br />\/T/HnI III I <br />Ohe <br />Vy <br />\ \ I <br />°he COORDINATE W/UTILITY COMPANY ,'-�� / vii/ <br />/ <br />\ \ \ ` FOR REMOVAL/RELOCATION OF I EXISTING \�\� T <br />g u \ Ohe v UNDERGROUND GAS WETLAND �p <br />he ohe <br />4g �\�, \ — <br />\ oh <br />°n` <br />ae 9 \ <br />\ `\_\ u\ \ \ \\ Ohl <br />Ile�� \ \ \ X911 <br />—91,9. <br />Vi <br />ue 1& <br />��g t <br />\ INV_ 20. i �1�Ug a 9 O \ \\ \ 16` °ne <br />g \ <br />0 <br />U u\gH <br />�\ \ \ I `\ one _— \ \ \ \ � \ \ \ ❑H`%\ \ \ 11 \ °n <br />ue � // e <br />Ue -he <br />CHR\ \ Ug <br />AAt e Rp�\ u u' l / l i °he \ <br />I <br />- r <br />Qe <br />RIM; <br />(CSA t, <br />INV, <br />gi78.9 <br />46 �zzz <br />LEGEND <br />EXISTING REMOVAL <br />PROPERTY LINE <br />EASEMENT LINE <br />— <br />CURB LINE ___________ <br />Ln <br />BITUMINOUS PAVEMENT <br />} <br />CONCRETE WALK � <br />SANITARY SEWER --->—>— <br />AS NOTED <br />STORM SEWER <br />— »� <br />'n <br />VI <br />WATER MAIN <br />— — — — <br />UNDERGROUND GAS <br />ug <br />UNDERGROUND ELECTRIC <br />ue <br />OVERHEAD ELECTRIC <br />one <br />WETLAND <br />— — <br />FENCE LINE <br />x <br />MANHOLE <br />O <br />HYDRANT <br />HYD MH <br />GATE VALVE <br />x <br />UTILITY POLE <br />-0 <br />LIGHT POLE <br />cin0 <br />SIGN <br />fa <br />ELECTRIC METER <br />O <br />CURB STOP <br />o <br />CLEANOUT <br />o <br />HAND HOLE <br />O <br />REMOVAL PLAN NOTES <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT <br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY <br />THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO <br />NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND <br />STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY <br />DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL <br />COST TO THE OWNER. <br />3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES <br />AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE <br />ACTIVITIES WITH THE UTILITY COMPANIES. <br />4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS <br />SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL <br />GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, <br />APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE <br />CONTRACTOR. <br />0 15 30 60 <br />( IN FEET ) <br />11 BENCHMARKS 11 <br />1. CB RIM ALONG NORTH SIDE OF FRENCHMAN <br />RD. N., MIDDLE OF PROPERTY, PER PLANS <br />PROVIDED BY PLOWE ENGINEERING, INC. DATED <br />10/18/12 — ELEVATION = 920.05 <br />2. CB RIM IN END RADIUS ON NORTH SIDE OF <br />FRENCHMAN RD. N., SE CORNER OF PROPERTY, <br />PER PLANS PROVIDED BY PLOWE ENGINEERING, <br />INC. DATED 10/18/12 — ELEVATION = 918.86 <br />CALL BEFORE YOU DIG <br />Know what's below. <br />0111 before you dig. <br />z <br />Ln <br />Z c <br />} <br />00 <br />O O <br />0 <br />'n <br />VI <br />UK <br />i z <br />x <br />W <br />LL <br />Z <br />L <br />Z <br />0 <br />W Q) <br />V <br />1 � <br />J - <br />0p <br />i <br />Z <br />00 <br />W C <br />ro <br />Z <br />M <br />cin0 <br />fa <br />Z I1 <br />W 0 <br />C <br />O <br />0 <br />_r_ <br />0 <br />d <br />M <br />Vi <br />z <br />rod <br />Vl <br />Z <br />0 <br />Z <br />� <br />1�--a <br />fo <br />�0 <br />Zj <br />Z <br />W <br />0 a <br />V > <br />0 0°' <br />Z <br />Z <br />N W <br />C <br />0 <br />H <br />Ce <br />W <br />Ln <br />Ln <br />a� <br />�z <br />C <br />G <br />Z <br />Q v) <br />0 4 -JV <br />c L <br />rn <br />o <br />= <br />Q <br />Ln Q] <br />0 <br />0 L_ <br />Ln <br />, <br />V <br />L <br />Q] <br />REVISIONS <br />1. 02/09/16 Per City comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />BRS <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: 01/06/16 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am <br />a duly <br />Licensed Professional Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Raaddacchh, P.E. <br />Signature: <br />Date: 01/06/16 License #: 45889 <br />C2 <br />of <br />8 <br />