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R/W R/W R/W R/W <br />R/W R/W R/W R/W R/W R/W <br />STM <br />ST <br />M <br />ST <br />M <br />STM STM <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />S <br />T <br />M <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />SA <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />S <br />A <br />N <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />6' <br />' <br />W <br />W W W <br />W W <br />W <br />G G <br />W W W W <br />STORM MH <br />RIM=937.26 <br />INV SE (24" RCP)=931.94 <br />INV W (21" RCP)=932.81 <br />INV NW (12" RCP)=932.91 <br />STORM MH <br />RIM=940.6 <br />INV NW/S (12" HDPE)=934.4 <br />CB BEEHIVE <br />RIM=937.69 <br />INV SE (12" HDPE)=934.63 <br />STORM MH <br />RIM=937.85 <br />INV N (12" HDPE)=932.90 <br />INV S (12" HDPE)=932.85 <br />INV N (18" RCP)=932.85 <br />STORM MH <br />RIM=940.6 <br />INV NW/S (12" RCP)=934.4 <br />FES 12 <br />INV=936.2 <br />S <br />0 <br />0 <br />° <br />2 <br />8 <br />' <br />5 <br />4 <br />" <br />E <br />1 <br />3 <br />9 <br />. <br />3 <br />7 <br />N89°41'16"E95.48 <br />Easement for Highway purposes <br />per Doc. No. 609136 (14) <br />Drainage and Utility easment <br />per Doc. No. 2156883 (13) <br />Approximate Bio-Filtration <br />area per Doc. No. 2163656 (18) <br />Existing Building <br />COUNTY ROAD E <br />Publicly dedicated right of way <br />Bituminous surface <br />P <br />r <br />i <br />v <br />a <br />t <br />e <br /> <br />a <br />c <br />c <br />e <br />s <br />s <br /> <br />d <br />r <br />i <br />v <br />e <br />w <br />a <br />y <br />B <br />i <br />t <br />u <br />m <br />i <br />n <br />o <br />u <br />s <br /> <br />s <br />u <br />r <br />f <br />a <br />c <br />e <br />C <br />o <br />n <br />c <br />r <br />e <br />t <br />e <br /> <br /> <br />s <br />i <br />d <br />e <br />w <br />a <br />l <br />k <br />Concrete sidewalk <br />Concrete sidewalk <br />Edge of water <br />on 7/18/16 <br />Pond <br />Found hole <br />in concrete <br />Found PK with <br />washer LS 43933 <br />Scribed "X" <br />in concrete <br />Scribed "X" <br />in concrete <br />B <br />i <br />t <br />u <br />m <br />i <br />n <br />o <br />u <br />s <br /> <br />s <br />u <br />r <br />f <br />a <br />c <br />e <br />No buildings observed <br />Bituminous surface <br />1150 County Road E West <br />Arden Hills, MN 55112 <br />S <br />0 <br />0 <br />° <br />2 <br />8 <br />' <br />5 <br />4 <br />" <br />E <br /> <br />2 <br />7 <br />3 <br />. <br />1 <br />8 <br />S89°31'06"W 108.83 <br />S <br />0 <br />0 <br />° <br />2 <br />8 <br />' <br />5 <br />4 <br />" <br />E <br /> <br />1 <br />3 <br />3 <br />. <br />5 <br />3 <br />S89°31'06"W <br />13.35 <br />UGE <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />UGE UGE UGE UGE UGE UGE <br />UG <br />E <br />UG <br />E <br />UG <br />E <br />UG <br />E <br />UG <br />E <br />UG <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />E <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />U <br />G <br />T <br />W <br />3 <br />3 <br />5 <br />4 <br />54 <br />44 <br />1 <br />22 <br />2 <br />2 <br />2 <br />0 <br />GRAPHIC SCALE (IN FEET) <br />20 20 40 <br />DEMOLITION PLAN GENERAL NOTES: <br />1.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF FREMONT, AND ALL UTILITY PROVIDERS LOCATED ON-SITE AND IN THE RIGHT OF WAY. <br />2.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER THE CITY OF FREMONT PROJECT SPECIFICATIONS. <br />3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL NEBRASKA ONE CALL AND THEN TO CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR <br />ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND <br />CHARGES ASSOCIATED WITH THIS WORK. <br />4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEBRASKA DEPARTMENT OF ROADS <br />REGULATIONS, AND THE CITY OF FREMONT PROJECT SPECIFICATIONS. <br />5.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, <br />FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED <br />SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS <br />RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. <br />6.CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE <br />SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. <br />7.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS <br />INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. <br />8.SAWCUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. <br />9.CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES <br />DURING CONSTRUCTION. <br />10.CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE <br />PROJECT. <br />11.EXTENT OF DEMOLITION WORK IS NOT LIMITED TO ONLY WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES <br />AND APPURTENANCES CAN BE CONSTRUCTED. <br />12.ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. <br />13.FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. <br />14.ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. <br />15.DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT OF WAY (UNLESS PLANS OR CITY ENGINEER SPECIFY OTHERWISE) AND SEALED AND MADE <br />WATERTIGHT. <br />16.ALL TRENCHES, HOLES AND PITS RESULTING FORM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE <br />WITH THE GEOTECHNICAL REPORT. <br />17.THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. <br />CODED NOTES: <br />1.PROTECT EXISTING CURB TO REMAIN <br />2.PROTECT EXISTING PAVEMENT/WALK TO REMAIN <br />3.PROTECT EXISTING UTILITY/STORM STRUCTURE TO REMAIN <br />4.SAWCUT PAVEMENT/WALK/CURB TO FULL DEPTH <br />5.REMOVE EXISTING SIGN AND BASE. RETURN REQUESTED SIGNAGE TO PROPERTY OWNER IF DESIRED; OTHERWISE DISPOSE OF <br />LEGEND <br />EXISTING <br />REMOVE EXISTING SIDEWALK <br />PAVEMENT TO FULL DEPTH, <br />AND DISPOSE OF <br />C2.0 <br />ZDF <br />CBW <br />CBW <br />752647 <br />9/1/16 <br />CONSTRUCTION DOCS <br />EXISTING <br />CONDITIONS <br />& DEMOLITION <br />PLAN <br />PROPOSED <br />REFER TO TITLE SHEET FOR <br />EXISTING LEGEND ITEMS <br />LIMITS OF DISTURBANCE <br />Minnesota'sOne Call-Center <br />CALL 811 or (800)252 1166- <br />(651)454 0002- <br />GOPHER STATE O E ANCL L <br />This i ieee ettmmnadvry <br />G!GOPO T TESAHERNEALLC <br />SHEET NO. <br />JOB NO.: <br />DATE: <br />CHECKED: <br />DRAWN: <br />DESIGN: <br />ISSUE: <br />NO <br />. <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_2-DEMO.DWG - 9/22/2016 2:24 PM <br />CO <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />: <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />O <br />F <br /> <br />ME <br />D <br />E <br />X <br />P <br />R <br />E <br />S <br />S <br />ME <br />D <br />E <br />X <br />P <br />R <br />E <br />S <br />S <br />AR <br />D <br />E <br />N <br /> <br />H <br />I <br />L <br />L <br />S <br />, <br /> <br />M <br />N <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />O <br />C <br />U <br />M <br />E <br />N <br />T <br />S <br />11 <br />5 <br />0 <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br /> <br />R <br />D <br /> <br />E <br />, <br /> <br />A <br />R <br />D <br />E <br />N <br /> <br />H <br />I <br />L <br />L <br />S <br />, <br /> <br />M <br />N <br /> <br /> <br />5 <br />5 <br />1 <br />1 <br />2 <br />1 <br />09 <br />/ <br />2 <br />3 <br />/ <br />2 <br />0 <br />1 <br />6 <br />PL <br />A <br />N <br /> <br />R <br />E <br />V <br />I <br />E <br />W <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />T <br />S <br />BENCHMARK <br />ELEVATION*NORTHING EASTING DESCRIPTION <br />BM #1 940.44 194518.00 560589.39 <br />SANITARY MANHOLE GRATE ALONG <br />COUNTY ROAD E NORTH WEST OF SITE <br />ALONG PRIVATE DRIVE <br />BM #2 937.89 194229.81 560742.42 <br />STORM MANHOLE GRATE SOUTH WEST <br />OF SITE WITHIN PRIVATE <br />INTERSECTION <br />* ELEVATION BASED ON THE TOPO SURFACE OF THE SITE PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. <br />DATUM: RAMSEY COUNTY <br />COORDINATE SYSTEM, US FOOT <br />REMOVE EXISTING CURB, <br />AND DISPOSE OF <br />1 <br />9.22.16