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HomeMy WebLinkAboutR-3949090) It O) co O Nt LU U N V) J V) N ry LU Y ry m a N M N O N Lfl N LU Q Ln N N V) aJ N V) U 1-11 V) (p a a 0 ry Ln N N i 00 i U 0 L �I w i so EROSION CONTROL NOTES 1. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE EROSION AND SEDIMENTATION CONTROL BMPs DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL BMPs WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL BMPs, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 3. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 4. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 5. KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT. 6. ANY AREAS OF EXPOSED SOILS THAT WILL NO BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVES ESC COVER METHODS IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. LEGEND W RIM 31.80 IE 27.5 SE,NW Q CL, UGP- I 0 LU �U c,n Z)4, I Q r I U0 INLET PROTECTION TREE PROTECTION FENCE 1 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION NOTE: 1. THIS IS A TYPICAL EXAMPLE OF THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. CONTRACTOR RESPONSIBLE TO USE DETAILS PROVIDED IN ACCORDANCE WITH APPLICABLE STANDARDS. CB 33049 RIM 32.21 IE 29.6 S, 6" CONC IE 29.2 E, 12" CPP TREE PROTECTION NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. 2. EXCAVATED ROOTS 2" OR LARGER SHALL BE PROTECTED IN PLACE OR CLEANLY CUT BACK TO THE SOIL LINE AS APPROVED BY THE ENGINEER AND IN ACCORDANCE WITH THE SPECIFICATIONS. WRAP WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW SOIL 3. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. ONCE INSTALLED, TPZ FENCING SHALL BE INSPECTED AND APPROVED PRIOR TO ANY MAJOR EXCAVATION OR DIRT WORK. 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5. NO FOOT TRAFFIC ALLOWED INSIDE TPZ FENCING 6. NO MATERIAL STORAGE ALLOWED INSIDE TPZ FENCING TREE PROTECTION FENCE: 6' HT. CHAIN LINK FENCE WITH STEEL POSTS INSTALLED AT 8' O.C. PANELS TO BE COVERED WITH FABRIC OR TARP MATERIAL TO PREVENT DIRT AND DUST FROM ENTERING TPZ MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE. NO SOIL DISTURBANCE PERMITTED INSIDE TPZ TREE PROTECTION -FENCING IN THE TREE PROTECTION ZONE (TPZ SCALE: 1/4" = V-0" TYPICAL LOCAL EROSION CONTROL PLAN SCALE: 1"=20' - TREE PROTECTION FENCE TO BE INSTALLED AROUND TREES IN 2ND ST MEDIAN, SEE DETAIL THIS SHEET CB 62912 RESERVED.PRKG � 11 RESERVED.PRKG \ 'I8" C900 SS R-394909 NOTICE JJM RECORD DESIGNED N44RENTON DOWNTOWN SHEET 0 / 1 BAW DRAWINGS ® UTILITY TYPICAL EROSION & SEDIMENT DRAWN CONTROL PLAN AND NOTES C'_9 IF THIS BAR DOES SEE NOTE ON murraysmirthA� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 9 Of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021