Laserfiche WebLink
3o is <br />SCALE: 1' 30' <br />30 <br />LEGEND: (PROPOSED SYSTEM) <br />e CATCH.. <br />(0• wwHOLE <br />FLARED END SEC:1ON <br />0� 5 SPOT 7 EVATION <br />CONTOUR ELEVATION <br />PROPOSED STORM SEWER <br />KEYED NOTE <br />WRAP <br />ROCK CONSTRUCTION ENTRANCE <br />KEYED NOTES: <br />KEYED NOTES DENOTED BY o ON PLANS <br />at sir FENCE. SEE DETAIL. <br />�Z ROCK CONSTRUCTION ENTRANCE. SEE DETAIL <br />a c8 INLET PROTECTION. SEE DETAIL.. <br />;7ENFRAL GRADING NOTES: <br />I. ALL COST. INFORMATION TAKEN FROM SURVEY BY SONDE UND SURVEYING. DATED 8 -31 -2010. <br />REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. <br />3. MAINTAIN Ti3APORARY PROTECTION MEASURES CURING CONSTRUCTION ACiMT1ES. PROVIDE ADDITIONAL PROTECTION <br />AS NECESSARY AS WORK PROGRESSES: <br />4. SEE GEOMETRIC AND PAVING PLAN FOR SITE LAYOUT. <br />5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE. <br />5. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER /FLOW UNE. SPOT ELEVATION SHOWN FOR TOP <br />OF CURB ARE LABELED WITH TC (TOP OF CURB). <br />7. PROVIDE POSiRVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES" <br />NO GRADED SLOPES SHALL EXCEED 4:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. <br />3. ALL BUILDINGS SHOWN DO NOT HAVE BASEMENTS THE LDWEST FLOOR ELEVATION IS EQUAL TO THE FINISHED <br />LDOR ELEVATION (FEE). <br />10. ALL CONSTRUCTION MUST ADHERE TO THE CD, STANDARD SPECIFICATIONS AND DETAILS. <br />GENERAL EROSION CONTROL NOTES; <br />1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PUNS PRIOR TO <br />BEGINNING LAND DISTi1RDNG ACTIVM.. <br />2” MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE <br />CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT <br />CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT <br />DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES ANO DOWNSTREAM DRAINAGE SYSTEMS AS <br />NEEDED. 00 NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE <br />CAPACITY OF THE DEVICE. REPLACE. DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24 <br />HOURS. <br />3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT <br />WITH THE MEANS. METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT <br />REQUIREMENTS ANO AUTHORITIES HAVING JURISDICTION. <br />4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTD PAVEMENT AREAS. <br />REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. <br />5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH- GRADED. AND ALL DISTURBED AREAS IN WHICH <br />GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, <br />WIND AND RUNNING WATER WITHIN 14 OATS. REPAIR ERODED AREAS IMMEDIATELY. <br />B. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A <br />DOWNSIAPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF NE PILE TO A ROADWAY <br />OR DRAINAGE CHANNEL IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY <br />MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY <br />PLACING SILT FENCE BARRIERS AROUND THE PILES. <br />7. PERFORM ALL. EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION tN ACCORDANCE WITH <br />THE METHODS OUTUNED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: PROTECTING WATER QUALITY <br />IN URBAN AREAS; PUBLISHED BY THE MINNESOTA POLLLIEON CONTROL AGENCY. <br />8. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE <br />PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS <br />OCCUPIED BY TEMPORARY DEVICES. <br />9. INSTALL EROSION CONTROL DEVICES AT ALL N. CATCHBASINS. <br />1C. EROSION CONTROL PLAN. AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS <br />TO BE KEPT IN THE ON -SITE JOB TRAILER. <br />1, ADDITIONAL ROCK TO BE BROUGHT IN SHOULD ROCK ENTRANCES BECOME SOIL LADEN. <br />12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED f?ROM SEDIMENT DEPOSITION WITH AN <br />APPROVED INLET PROTECTION DEVICE <br />13. SEE U.SCAPE PLAN FOR REVEGETATION SPECIFICATIONS. <br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR DENOUSRR G BUILDINGS. CALL (651) <br />454 -0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY ONES. (THIS SERVICE LOCATES <br />UTILITY OWNED ONES BUT NOT PRIVATE LPIES.) <br />THE LOCATIONS OF UNDERGROU NO TRIUNES ARE SHOWN NN AN APPROXIMATE WAY ONLY AND <br />HAVE NOT BEEN INDEPENDENTLY VERIFTED. THE EXACT LOCATION OF ALL UTILITIES MUST BE <br />DETERMINED BEFORE COMMENCING WORK. <br />POPE ASSOCIATES Il, <br />1255 ENERGY PARKQRf <br />ST. PAUL, MN 55106 -5 <br />PH. (6s1) 642 <br />FAX (651) bj2-1 <br />PRESBYTERIAN HON <br />AM SERVICES <br />ARC FULLS <br />REDEVELOPMENT <br />'w3E5SAkw= <br />CITY SUBMITTAL <br />Arden His, M <br />mum <br />ENGINEERING CORPORATI( <br />621 Lilac Dive North, <br />Minneapolis, MN 55422 <br />(763) 545 -9196 <br />Fax (763) 525 -1666 <br />www.clark—eng.com <br />GRADING, DRAINAGE <br />EROSION CONTROL <br />PLAN <br />WATERSHED SUBMITTAL 9/17/ <br />PUD SU8MiTTAL. cuRtnc ,TLONS 9/24/ <br />HERESY CER Tf.T HIS PLAA, SPE iGt1NM. <br />OR ROAN T WAS PREPARED 31 WE OR UNDER UY <br />D.ECT SURF) A,. AND TWIT All 4 DULY <br />LL....O PROFESS... eyGNEER UNDER <br />THE LAWS OF 114E STATE JF wNVE5o7A. <br />�GNnYilatE <br />TYR .i OR P(L M) RAIWE, RYAN M. BLOW <br />aATE V24,10 PE, WO. 41237 <br />bwI <br />ILA <br />4 <br />'69 �M <br />9 2'g60 <br />N6PRpd& 01001 <br />C4.2 <br />9/7/I <br />