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� a a 'i , � i i ' i it i I, i I '�, III(\III i II it O�i( J'�>•' i �������rt�� � r_ei uMiNous �� �a >>>�\ � A <br />I <br />Ilk <br />l ii�lii yin , �� <br />a moo_ w ill ����u��A�LY�� A— ,� _-- _ _�\ <br />�� ��1 �1 ��}�oEV <br />i <br />o <br />F, ii �� ' ii i I ' � �0, <br />E, ' i i i l ii 1 ��A�V1,,,,, I DEE! <br />Ali <br />- <br />\ , PHASE 2 - fl, BM VNH 0 <br />I I \ 89-UNIT _ <br />\ <br />l , , E1 1­ NOA NFAFPARTMENT <br />BUILDING <br />/ "a��1 <br />NOTES: <br />A-27,822 sIr <br />- 1. BASE PLAN USED IS A SURVEY PREPARED BY BOGART, PEDERSON <br />`Y a 79. WOODEKv l , a N l I l l�i A OFE-8 <br />& ASSOCIATES. <br />IF <br />Z,� 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 o <br />CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE —CALL R <br />HE ,rye, - .��� ONLINE OR BY CALLING 811 OR 1-800-252-1166, ag <br />W <br />3, ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE ° <br />��\ \ \ ( OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS s33 <br />OF THE CITY OF ELK RIVER AND THE LATEST EDITION OF MNDOT a <br />STANDARD SPECIFICATIONS FOR CONSTRUCTION. IS <br />wm <br />a ao-asoHDPI <br />'�ssv <br />z� <br />4. THE FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED <br />d ) <br />s a.x <br />s�� �.o si � FOR EROSION AND SEDIMENT CONTROL DURING THE SITE <br />♦ v— _F ,� DEVELOPMENT PROCESS: <br />o e L, off " ( A. INSTALL PERIMETER CONTROLS (SILT FENCE & ROCK <br />AHZ <br />wee — — ( CONSTRUCTION ENTRANCE) AS SHOWN ON THE PLANS PRIOR <br />TO START OF WORK. <br />I � \ <br />w<s, ry,v B. SOIL STOCKPILES OR CONCRETE WASHOUTS ARE NOT ALLOWED <br />ON THE PPOJECT SITz <br />E" <br />C. MAINTAIN ALL TEMPO ARY EROSION CONTROL DEVICES IN PLACE p L R 0 <br />WOO ) "v ass.° _ �._<_` aa��a az UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN jrZ <br />fs „� -i - STABILIZED. INSPECT TEMPORARY EROSION CONTROL DEVICES W J <br />ON A WEEKLY BASIS AND AFTER EACH 112" OR MORE RAIN Ad Q- <br />Y ) <H _ I EVENT. CLEAN OR MAINTAIN THESE DEVICES AS NEEDED TO BE J <br />�V e -sox sae, od so _ I ) EFFECTIVE. REPLACE DETERIORATED, DAMAGED OR ROTTED Z <br />w EROSION CONTROL DEVICES IMMEDIATELY,Ei <br />I D. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC Q Z <br />AND/OR PRIVATE PAVEMENT AREAS WITHIN 24 HOURS OF 0 0U <br />DEPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE <br />s �i) PHASECOMPLETED AT THE END OF EACH WORK DAY WHEN IT <br />APARTMENT OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IF <br />a BUILDING CONDITIONS WARRANT. <br />A-27,743 SIF .J,: R° �T? E PERFORM SITE REMOVALS, GRADING, EXCAVATION AND <br />IFFE 887W EMBANKMENT. SEED AND MULCH ALL DISTURBED AREAS <br />878.50 <br />�_ A"S OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS WITHIN <br />72 HOURS OF THIS WORK <br />'W F. INSTALL BUILDING AND BITUMINOUS PAVEMENT SECTION. FINE z <br />�,N GRADE SITE AND RESTORE GREEN AREAS WITH PERMANENT w � EEva" VEGETATION PER LANDSCAPE PLANS. z Q <br />o �G. STORMWATER BAPS SHALL NOT BE EXCAVATED TO FINAL 5 O O r — GRADE UNTIL CONTRIBUTING DRAINAGE AREA HAS BEEN -w w <br />I% ,I CONSTRUCTED AND FULLY STABILIZED, E z > <br />H. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL d z o <br />DEVICES AFTER SITE HAS UNDERGONE FINAL STABILIZATION Q <br />AND PERMANENT VEGETATION HAS BEEN ESTABLISHED WITH AT o <br />LEAST 70% COVERAGE 0 <br />�> w <br />> J .. 0 <br />67w °v, <br />REVIEW PLAN <br />a„ i — NOT FOR CONSTRUCTION C-3 <br />