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n 1 I <br />X <br />------------- -----++—---—o------ ---� — <br />111 I I� <br />IT <br />III II I X —LII I <br />la 9 — <br />1� ro I <br />Imo— �II .I a a <br />IIII.�>o <br />.III }�ili lo(z nDzo> <br />xl I <br />I �IIiI °T Ii2 IIII o .. >I� <br />Y IIII <br />7� III F� lrloo a ao <br />II II III � � ool� <br />� o <br />�yeg/ <br />II IIN IIIV/„••,;;;� �� `���1\L_-_JIII III III <br />PHASE 3 <br />PROPOSED 44-UNIT <br />APARTMENT BUILDING <br />AREA=26,184 SF <br />FFE=9D3.DO <br />II � i <br />ee 9 ��� � ov o <br />NA�o ee, I � �n � �� <br />.o �o <br />00 <br />— =v Y o _ <br />ass <br />r—TI e9 a — — <br />a9s <br />U�_� � ,4CKSOV AVENUE —_ — --- --- <br />NOTES: <br />1. BASE PLAN USED IS A BOUNDARY AND TOPOGRAPHIC SURVEY <br />PREPARED BY BOGART. PEDERSON & ASSOCIATES, INC. <br />2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE <br />APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS <br />AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL <br />CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL <br />ONLINE OR BY CALLING 811 OR 1-800-252-1166, <br />3, ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE <br />OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS <br />OF THE CITY OF ELK RIVER AND THE LATEST EDITION OF MNDOT <br />STANDARD SPECIFICATIONS FOR CONSTRUCTION. <br />4, THE FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED FOR EROSION <br />AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT PROCESS: <br />A. INSTALL PERIMETER CONTROLS (SILT FENCE & ROCK ENTRANCE) AS SHOWN <br />ON THE PLANS PRIOR TO START OF WORK. <br />B. NO CONCRETE WASHOUTS ARE ALLOWED ON THE PROJECT SITE. SOIL <br />STOCKPILES SHALL HAVE PERIMETER CONTROL AND HAVE TEMPORARY SEED <br />AND MULCH. <br />C. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL THE <br />CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED- INSPECT TEMPORARY <br />EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH 1/2' OR <br />MORE RAIN EVENT. CLEAN OR MAINTAIN THESE DEVICES AS NEEDED TO BE <br />EFFECTIVE. REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL <br />DEVICES IMMEDIATELY. <br />D. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR <br />PRIVATE PAVEMENT AREAS WITHIN 24 HOURS OF DEPOSITION- REMOVAL OF <br />TRACKING MATERIALS SHALL BE COMPLETED AT THE END OF EACH WORK <br />DAY WHEN IT OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IF <br />CONDITIONS WARRANT. <br />E, PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT, SEED <br />AND MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED GRAVEL, <br />PAVEMENT AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK, <br />F. INSTALL UTILITIES AND CONCRETE PAVEMENT OR GRAVEL SECTION, FINE <br />GRADE SITE AND RESTORE GREEN AREAS WITH PERMANENT VEGETATION OF <br />SOD/SEED PER PLANS. THE STORMWATER INFILTRATION AREAS SHALL BE <br />STABILIZED WITH MNDOT #35-241 NATIVE SEED MIX APPLIED AT A FATE OF <br />36.5 LBE PER ACRE- <br />G. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER <br />SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION <br />HAS BEEN ESTABLISHED WITH AT LEAST 70% COVERAGE- <br />® V <br />GRAPHIC SCAIN FEET <br />LE <br />I-F a.1 <br />8�3 n <br />tl <br />z <br />a <br />(� J <br />ZO <br />d' <br />�O <br />J Z <br />Q O <br />it In <br />OW <br />N <br />(n <br />Vn <br />< 0 <br />_ (n <br />O Z <br />Z <br />Q <br />d <br />� <br />cn Z <br />J <br />_ <br />0 <br />U <br />In <br />w 0 > <br />In � <br />Y <br />CD <br />0 <br />w <br />CO <br />REVIEW PLAN <br />Qw <br />°UT <br />NOT FOR CONSTRUCTION <br />C_2 <br />