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2Q 2 78 Q a ROCK CONSTRUCTION ENTRANCE/EXIT NOT TO SCALE NOTE: TURF REINFORCEMENT MAT SHALL BE PROPER LANOIOK 450, OR APPROVED EQUAL TURF REINFORCEMENT MAT 1 [NINO AROUND FI ARED END SECTION_ NOT 0 SCALE STEAL STUDDED •r URE POSTS 8'-0• MAX SPACING 01 FENCE NOTES 1. SILT FENCE MAY ALSO BE INSTALLED 510 A SILT FENCE PLOW. N0 PINNING _ TRENCH AND COMPACT BACKFILL IS REWIRED WHEN NE 9LT FENCE SIE TRENCH DETAIL "A - PLOW 15 USED. 191104 091014 1 2. FOR EACH STEEL 5900E0 •r LINE POST. SILT FENCE DETAILS 1 PLASTIC CABLE TES ARE REWIRED. MOTTO SCALE J. SILT FENCE SHALL BE ON 0000 APPROVED PRODUCTS LIST FOR HIGH POROSITY. 8'AT11 9 NOTE£ 1. WATTLES SHALL EXTEND AN ADEQUATE DISTANCE TO PREVENT RUNOFF FROM ROPING AROUND THE END 09 THE BARRIER 2. TIGHTLY ABUT WATTLE ENDS TO PREVENT GAPS S. YAW STAKES SHALL BE PLACED AT MAL SPADING ALONG THE LENGTH OF WATTLES 2-01001824• 0000 STAKES MMM Nr BELOW 9EFA( WATTLE CHECK DAM DETAIL NOT TO SCALE WILE TEMPORARY SILT CHECK Ati\ tltA\\� TYPICAL INSTALLATION S EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANf OF ALL EROSION W SEDIMENT CONTROL MEASURES AND P880110E5 THROUGHOUT THE 010015G OPERATIONS 2. ALL HERBACEOUS 100TATION SHALL BE REMOVED FROM RH IN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL IF POSSIBLE. LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. 3. LINEAR EROSION CONTROL SHALL BE SILT FENCE, MULCH BERM, OR OTHER SEDIMENT CONTROL DEVICES WITH ENGINEER APPROVAL. 4. INLET PROTECTION SHALL CONSIST G 9LT 10110E, WATTLES, STRAW BALES OR OTHER SEDIMENT CONTROL DEVICES WITH ENGINEER AND CITY APPROVAL. S THE CONTRACTOR SMALL 8E RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING TEMPORARY E8090N CONTROL A5 REWIRED BY CONSTRUCTION ACTIVITIES. 8. FOLLOWING SOL DISTURBANCE, PERMANENT OR TEMPORARY STABIU2ATNIN SHALL BE COMPLETED WITHIN FOURTEEN (14) CALENDAR DAYS TO THE SURFACE G 011 PERIMETER CONTROLS, TOPSOIL STOCKPILES, AND ANY OTHER DISTURBED OR GRADED AREAS ON PROJECT 9TE MNICH ARE NOT BEING USED FOR MATERIAL STORAGE, CR ON MACH ACTUAL EARTH MOVING ACTIVITIES ARE NOT BENG PERFORMED. 1. THE CONTRACTOR SHALL MAINTAIN A 59 12I5. X 20' MN. ROD( CONSTRUCTION ENTRANCE/EXT 9802 STAGING AREA TO ADJACENT PAYED SURFACE TO PREVENT TRACKING OR ROW OF MUD ONTO PUBLIC PAVED SURFACES. B. CONTRACTOR TO CLEAN ROADWAYS R MUD 15 TRACKED FROM 10B9TE & UPON COMPLETION 9 NEEDED. 9, CONTRACTOR SHALL PUCE COVER CROP SEEDING W ALL DISTURBED AREAS, AND COORDINATE WITH OWNER ON SEEDING DATES 10. THE CONTRACTOR SHALL INSTALL ROCK CHECK DAMS OR SEDIMENT BARRIERS IN ANY DILLY WASHOUT AREAS TO CONTROL FURTHER EROSION AS DIRECTED PER THE ENGINEER. 11. 0E CONTRACTOR MAY USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND ONES SUITABLE METHODS TO UNIT DUST AND DIRT RISING ANO SCATTERING IN AR. COMPLY MN GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. EROSION CONTROL MAINTENANCE: ALL MEASURES STATED ON 11115 ER090N CONTROL PLAN, AND IN NE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) STALL BE MAINTAINED 15 FULLY FUNCTIONAL CONDI1194 UNTIL NO LONGER REWIRED FOR A COMPLETED PHASE OF WORK OR FINAL STARIUZATION 6 NE SITE. ALL SEDIMENT AND ER090N CONTROL PRACTICES VOL BE INSPECTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND AFTER ANY STORM EVENT EQUAL TO 0R GREATER THAN 0.5 INCHES G PRECIPITATION DURING ANY 24-HOUR PERIOD BY RESPONSIBLE PERSONNEL. ANY NECESSARY REPAIRS OR CLEANUP TO MANTAN THE EFFECTIVENESS OF THE BEST MANAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY BY CONTRACTOR DURING GRADING OPERATIONS, OR BY THE OWNER, 2/1ER GRADING 0PERA1105 ARE COMPLETE 1. BARRIERS SHALL BE REPAIRED OR REPLACED K THEY 940W BONS 09 UNDERMINING. OR DETERIORATION. 2. ALL SEEDED AREAS SMALL BE CHECKED REGULARLY TO SFE THAT A STAND 15 MAINTAINED. AREAS SNOOD BE FERTILIZED, MULCHED, WATERED, AND RE -SEEDED AS NEEDED. D. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION MINION WILL PREVENT TRACKING OR RDW 09 MUD ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REWIRE PERIODIC TOP DRESSING OF NE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. NE TEMPORARY PARKING ANO STORAGE AREA SHALL BE KEPT IN 6000 CONDITION ME TEMPORARY PARKING RKINPARRGCAND STORAGE). THIS MAY CONDITIONDEMAND. WIRE PERIODIC TOP DRESSING OF GRASS SEEDING NOTES. I. NE ENGINEER AND/OR OWNER RESERVES THE RIGHT TO INSPECT SEED AT TIE 206191E BEFORE 5EE0NG OPERATIONS COMMENCE. THE ENGINEER MAY REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY 5120 WRING PROGRESS G WORK. REJECTED MATERIALS MUST BE REMOVED FROM THE PROJECT SITE. 2. SEED USED SHALL BE FREE OF CROP, WEED, AND INERT MATTER. SEED THAT HAS BECOME WET, MOLDY. OR OTHERWISE DAMAGED IN 1RAN9T OR STORAGE WILL NOT BE ACCEPTED. J. AREA TO BE SEEDED 15 APPROXIMATELY 1.25 ACRES 4. TURF SEED 91ALL BE ARROW SEED PIRA TURF 2, OR APPROVED EQUAL. 5. ANY SEEDING SUBSTITUTIONS 91ALL BE APPROVED BY THE ENGINEER 6. REMOVE STONES ANO DEBRIS OVER 1• N ANY OMEN900. 2. GRADE 10 SMOOTH, EVEN SURFACE WIN L0050 UNIFORM SOIL TEXTURE. 8. ALL SEEDED AREAS 91x1 HAVE 6" OF TOP50L TILLED INTO SUBRRA0E PRIOR TO SEED INSTALLATION 9. STRAW BLANKET SHALL BE INSTATED ON N1 DISTURBED AREAS WHERE SEEDIN0 15 TO BE PLACED. Ip 141OROIU01 MAY BE USED IN RARE OF STRAW BLANKET MULCH. II. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EA01 AREA HAS BEEN MULCHED. SATURATE TDP 4• LC SOL 12. CONTRACTOR SHALL ENSURE SEEDING 15 WELL ESTABLISHED. z 0 N D: m2.22.2 GRIMM sGW SHEET 7 of 14