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5.2. PCSR 12-18-2018
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5.2. PCSR 12-18-2018
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12/12/2018 11:09:03 AM
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12/12/2018 11:06:15 AM
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City Government
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12/18/2018
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BM TNH <br />ELEV= <br />888.62 <br />GRAPHIC SCALE <br />30 0 15 30 60 <br />( IN FEET ) <br />1 inch = 30 ft. <br />IlDI� <br />1. BASE PLAN USED IS A SURVEY PREPARED BY <br />BOGART, PEDERSON & ASSOCIATES. <br />2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS <br />SHOWN ARE APPROXIMATE ONLY. CONTRACTOR <br />SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS <br />PRIOR TO CONSTRUCTION. CONTRACTOR SHALL <br />CONTACT UTILITY COMPANIES VIA GOPHER STATE <br />ONE -CALL ONLINE OR BY CALLING 811 OR <br />1-800-252-1166. <br />3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST <br />RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE <br />STANDARD SPECIFICATIONS OF THE CITY OF ELK <br />RIVER AND THE LATEST EDITION OF MNDOT <br />STANDARD SPECIFICATIONS FOR CONSTRUCTION. <br />FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED FOR <br />;ION AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT <br />;ESS: <br />1STALL PERIMETER CONTROLS (SILT FENCE & ROCK CONSTRUCTION <br />JTRANCE) AS SHOWN ON THE PLANS PRIOR TO START OF WORK. <br />DIL STOCKPILES OR CONCRETE WASHOUTS ARE NOT ALLOWED ON <br />IE PROJECT SITE. <br />AINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL <br />IE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT <br />'.MPORARY EROSION CONTROL DEVICES ON A WEEKLY BASIS AND <br />-TER EACH 1/2" OR MORE RAIN EVENT. CLEAN OR MAINTAIN THESE <br />-VICES AS NEEDED TO BE EFFECTIVE. REPLACE DETERIORATED, <br />IMAGED OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. <br />-MOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR <br />\)IVATE PAVEMENT AREAS WITHIN 24 HOURS OF DEPOSITION. REMOVAL <br />- TRACKING MATERIALS SHALL BE COMPLETED AT THE END OF EACH <br />DRK DAY WHEN IT OCCURS. SWEEPING MAY BE ORDERED AT ANY <br />�E IF CONDITIONS WARRANT. <br />__RFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT. <br />.ED AND MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED <br />\VEMENT AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK. <br />STALL BUILDING AND BITUMINOUS PAVEMENT SECTION. FINE GRADE <br />TE AND RESTORE GREEN AREAS WITH PERMANENT VEGETATION PER <br />\NDSCAPE PLANS. <br />TORMWATER BMPS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />)NTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY <br />-ABILIZED. <br />EMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES <br />-TER SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT <br />-GETATI ON HAS BEEN ESTABLISHED WITH AT LEAST 70% COVERAGE. <br />REVIEW PLAN <br />NOT FOR CONSTRUCTION <br />co <br />0 0 <br />U � <br />U <br />N O <br />O <br />-'t U1 <br />"QUi C\2 75 <br />+� C\2 (� <br />M <br />L <br />y o <br />O <br />MM <br />03 <br />O <br />O � •� O <br />n <br />� <br />U y-+ 01 C <br />QO <br />U ° W •C <br />p <br />n <br />n <br />CLO <br />O <br />O O <br />CO <br />C E •0 O <br />N <br />O T(p ++ <br />O <br />w <br />ca- <br />z <br />-0O N <br />L <br />M <br />aCLs <br />Ld 0) <br />0 <br />O fl -N <br />N <br />L0N� <br />3 <br />(n Z <br />O J <br />U <br />0 <br />� <br />0 <br />Ti"O <br />V O <br />O <br />CL <br />N 0 0 Q) <br />N r <br />(� <br />N _0L E_0 <br />O N <br />_ O 0 7 <br />U) <br />z <br />0 <br />U) <br />W <br />Z <br />O <br />(n <br />O <br />Of <br />w <br />Z <br />0 Q <br />Z J <br />Q (I- <br />Q Z <br />(If O <br />(D U <br />SHEET <br />C-2 <br />z <br />w <br />mQ <br />w <br /><I— <br />z <br />a-0 <br />Q <br /><w <br />n <br />zz <br />0 <br />U <br />0 <br />� <br />D <br />U <br />mw <br />CD <br />m <br />Om <br />x� <br />..W <br />Q� <br />o= <br />U� <br />I— <br />SHEET <br />C-2 <br />
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