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Home My WebLink AboutD-371702W Im I EROSION AND SEDIMENT CONTROL NOTES: W 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF f- PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, Q RETENTION FACILITIES, UTILITIES, ETC.) I- 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND U) upgrading OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CC CONSTRUCTION IS APPROVED. Lj,j 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO < DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY J THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. I), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW. 0 (14 0 z O U Ej x 'E a JOINTS N FcTeeiALINCSNIALL 11E 3Pt1CgD AT P0ST8. ilE STARES,>rApE P1r(is, OR £QJFJALWTTOATTACH fASRICTOPOIIS. I TttPACJIOSMYSE i'OIFAf@ TGrIF TwLIIEAaaNO a wED TYLSY 1A OA. WARE OR EQUWALCkT. IF STAN124RD STRENINH FASWC USED FRTER FN MNMW7I�r1'Ti1ENgi :.. I M i BALTffBA,.1R£ESY7 WffH . -, II ~ NATIAis9O£L ` -. i1<I'NKKIO POSTS. STEH. FEHK:E POM, ACMA OR ew"Af.Off 1. CONDITIONOFUGE 1.1. SET FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS, 12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOM, NOR E INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAIKE FLOW, ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. I168M AM OWALLATNJN SP'ECIFICAMONS 11. THE GEOTEXTiE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTUREWS FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE ..................... I �:::'X'4fA SIN 'A. aiSiA.'E I 411 m :.t;;5 rastu taL'S:; I�U::,vl:4 SftE i:13; _:SAT.'jltAt'vrfifl l:: P..�:i :iYAtCHPFAR811ASY I %STk`.DHd: :,^..: ^ <aEC•: kTNiEAYi. �:RtC EENStEEE -.li6!"3.1 j3iR:- [!ri -1[, !'"BIAS. r.Sµf ^AF):iaA SrtHNix•F�(Na:. I:nles +>z ^� E�aiuNCUVUSEPENSHI r:eea a V.6- iEk'.Jle ts3iK.araxt IAau aiS;.. ^; 3xti eux. :`..t ?N:'1J41F f'cittNa;.E (.�t7k'Ok:sil�TUx MK .... 22. STANDARD STRENGTH FABRIC REQUIRES MINE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE SAACNG OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARWWIS A STRONGER FENCE. 2.3_ WHERE THE FENCE IS INSTALLED. THE SLOPE SK'kLL NOT BE STEEPER THAN 2HA V 14. FA TYPICAL SILT FENCE N USED. THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LOW AS THE BOTTOM 8INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 1 MAINTENANCE STANDARSS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 32. F CONCENTRATED FLOES ARE EVMFW UPHILL OD THE FE# ICE, THEY MUST BE INTERCEPTED AND CONVEYED TO A $ED IMENT TRAP OR POND, 3.1 R IS NPORTANT TO BECK THE UPHILL SIDE OF THE F84M FOR SIGNS OF TH.E FENCE CLOGGING AND ACTING AS A HARRIER TO FLOW AND THEN CAUSING CHNO&LIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST SE REMOVED WRIFJR SEDWENT IS 61INCHES HIGH. 18. F THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 1 PLAN PPE -5LIC 1tOR_.S SILT FENCE LAID ................._._ 4 DIEPARTMENT MARC."., NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN �-- GRATE OVERFLOW SOLID WALLS - FILTER MEDIA FOR DEWATERING - POROUS BOTTOM VIII CATCH BASIN INSERT GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE 'IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY. 3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY. 4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH BASIN INSERTS PER THE DETAIL HEREON. O NEWAY83NALL BE PAVED TO THE EDGE OF %O W PtICSTD PISTALIATKNI OF THE yPQ°� CONSTRUCTION BOPA14M TOAVM £%3aA OAYMaHG OF TW RO0JW0AV ` � IF�tff90A6iEN]ED Tt4tTTHE r" ENTRANCESEfROYN$DSOTNAT .... `� RUNOFF DRAM OF THE PAD is INSTALL ?k31VEWAY OAVMT IP'NEAf IS A ROAOMOE OROR PRESENT; A'$ PER CITY ROAD STA14MM MW O'3ARAY WALLS 12'MWH,.7HIGKNESB 09ORBMEGREN AREA NOTSU9 I. COiNDIT10N OF WE I.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,080 FEET OF THE SITE. m._,._..._ ...........................................-•--______.. m_--------- ___.................... f.: in3'F. \SitFSTREB:GT-16YST3! ^,a; 5'...i :2....:'g?a5; f4, 6 Am 'ra it =D rAT:n aSTM, l 13,^'auax. Af75 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MUCH) MAY BE SUBSTTTUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMLD FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY ATANY TIME REQUIRE THE USE OF QUARRY WALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT, 22, FENCING SHALL SE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 3. MAINTENANCE STANDARDS 31. QUARRYSPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WTTHTHE SPECIFICATIONS. 3Z. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONSOF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH, IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED W ITH CRUSHED ROOK, AND WASHED WATER SHALL DRAIN TO A SEDNENT TRAP OR POND. 33, ANY SEDiMENTTHAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMIENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON WE THE PAVEMENT SHALL NOT BE CLEATED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A T HREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLEDAND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAL) AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OT HERTHAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. NOTE HA GENS ON THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONSULTANTS, LLC W BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS 6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG phone 206 938 -6168 fax 206.938 -7645 AEnnil H HnnoncnnW.0Ur.ACT NFT 1- 800 -424 -5555 E. HA 0 �O OF WAS y/�" ✓l- Q cf O ti o Z �0,� �c18 SS /ON AL EXPIRES 4 ADDED TREE PROTECTION 3 REVISED CLEARING LIMITS 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL NO. I REVISION NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. HEH i GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. PUBLIC B C `volv�s. STABILIZED STD. PLAN 21610 61 -- 0+ HEH /7/14 CONSTRUCTION ENTRANCE MARCH 2008 NOTE HA GENS ON THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONSULTANTS, LLC W BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS 6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG phone 206 938 -6168 fax 206.938 -7645 AEnnil H HnnoncnnW.0Ur.ACT NFT 1- 800 -424 -5555 E. HA 0 �O OF WAS y/�" ✓l- Q cf O ti o Z �0,� �c18 SS /ON AL EXPIRES 4 ADDED TREE PROTECTION 3 REVISED CLEARING LIMITS 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL NO. I REVISION NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. HEH i GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. SURVIEf OH 7T_9 T1 61 -- 0+ HEH /7/14 30 13 DRAM: HEH /1/13 CHECKED: HEH DATE APPR - HEH sruL. 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION SEQUENCE 1. CONDUCT CITY OF RENTON PRE -CON MTG. 2. INSTALL CATCH BASIN PROTECTION 3. INSTALL CONSTRUCTION ROCK ENTRANCE 4. INSTALL SILT FENCE 5. CONSTRUCT SITE 6. OBTAIN FINAL CONSTRUCTION APPROVAL 7. REMOVE TESC MEASURES MAINTENANCE STANDARDS ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. VERTICAL DATUM NAVD 88 Bo BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) NAVD HORQZONTAALL'. HAD 1983%1991 CITY 0 F RENTON DATUM Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS EROSION CONTROL PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC DATE 5/1/13 FIEIDBOOK PAGE: C2 SEr 2 13 NNNN ^A f%' O 0 N