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Home My WebLink AboutLincoln Short Plat04W Z U CL LLJ Q 0 z _J 0 U _z I a, z W s s ub KIM=lUS.U9 J°D I 18" ADS S IN, V=195.49 18" ADS E I( V=198.39 n .. .. a. � f I N I ; 0 XLo __ { N; r A! o APPROX. LOCATION I •j r / APPROX. LOCATION 12" D.I. WATER LINE I t EX. 3/4" WATER MET 1 f SERVING EXISTING HC I 10 , LANDSCAPE STRIPO fYP. . SEE LTLAN . I. I HC IN l,, / o •�j • l n(-FT 42 I s Z o } X M. a 1 f -7 . ..S .-. . . . . . . . SD 0+33 . • ' . 655.11 . . . . . . . . . . . . . . . . . . %~. S[ N88'51 2"W. (,CALC). Ll 2620.44•' ( ALC) .. N : E �� 3 6 T�i S TIC _U_ ..T �. .� . . . . . . y r INLET P C`TIDN(YYP) MOK I �,ASE PER SITE SdR1lE1!ING N qm ��" . . . . . . . . . . . . . . . . . STA 1 00 NE 36TH• ST . . . . . . . . s8N -! _ . STAB E 1. "41; UNCOLN AVE • NE . . . . . . . �................. ................. ........... ............ . . . . . . . . . . S ............. . PREPARED BY nco Dass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 1 NO. SW 114 OF NE 114 OF SECTION 32, T. 24 N. R 05 E W AA ., CITY OF RENTON, STATE OF WASHINGTON EROSION CONTROL GENERAL NOTES ' CONSTRUCTION SEQUENCETHESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: •� 1. PRE -CONSTRUCTION MEETING. 1. BEFOPE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. I . 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED 2. THE BOUNDARIES . I. THE REQUIREDES OF THE CLEARING NOTICE OF CONSTRUCTION SIGN). PRESCRIBED ON THE PLAN(S) SHALLL BECLEARLY AREAS OF VEGETATION PRESERVATION A�� FLAGGED BY SURVEY IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH AP D OF THETAPE OR FENCING 3. FLAG OR FENCE CLEARING LIMITS. APPENDIX I . - .. ' WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE C SURFACE 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL B DONSTRUCIIIJN CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FR THE 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). DURATION OF CONSTRUCTION. V) . . 6. INSTALL PERIMETER PROTECTION SILT FENCE 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INS i An ( , BRUSH BARRIER, ETC.). CONSTRUCTION AND MAINTAINS INSTALLED AT THE BEGINNING OF D FOR THE DURATION OF THE PROJECT.. ADDITIONAL . 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPTE ON OF THE PROJECT AS N RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OFTHEPR JECT.AND �ACK OUT TO ROAD 8. MAINTAIN DUST CONTROL MEASURES UNTIL COMPLETION o =1 I EEDED. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN PROPOSED 10' j OPERATION PR IOR RIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PRIVATE SEWER :�� TRANSPORTATION OF SEDIMENT TO SURFACE WATER DR PREVENT EASEMENT �G� oti3 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) PROPERTIES. ALL EROSION AN DRAINAGE SYSTEMS AND ADJACENT cn P� �g'lo" SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. D SEDIMENT FACILITIES SHALL BE MAINTAINED IN A N 3 SATISFACTORY R CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS .............. ..,.4......... 11 MEASURES IN A R ON •• .. MAINTAIN EROSION CONTROL COMPLETE AND POTENTIAL FOR -SITE EROSION HAS PASSED. THE IMPLEMENTATION, ACCORDANCE WITH APPENDIX D OF THE MAINTENANCE, REPLACEMENT AND ADD11IONS T y SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. SYSTEMS SHALL _ O EROSION/SEDIMENTATION CONTROL �/ r^ ..o BE THE RESPONSIBILITY T TY OF THE PERMIIEE. . RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE 5. THE EROSION AND SEDIME NTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE . . . CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE INTENDED TO BE MINIMUM REQUIREMENT ---. c00v � � � � WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. S TO MEET ANTICIPATED SITE CONDITIONS. CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, AS t 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE 6. MITS E THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE COMPOST, PLASTIC SHEETING OR EQUIVALENT. NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING w I THE COURSE OF CONSTRUCT ION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF �p"� 2 gyp' 4. STABILIZE ALL AREAS THAT REACH FINAL THE PERMITEE TO ADDRESS ANY NEW CONDITIONS G� 020� GRADE WITHIN SEVEN DAYS. THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES 0 00 REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ' OVER AND ABOVE MINIMUM 4P 5�0 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR ADJACENT tT f 3 MORE THAN 30 DAYS. QUALITY OF THE RECEIVING DRAINAGE SYSTEM. ENT PROPERTIES AND WATER �" • , w • ' , 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT � . I g� CONSII r y An � RESTRICTORSN CHANNELS, OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, ELS, OR RETENTION FACILITIES. _ I \N�� 0�� p oo� S`�` �a goo 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE + I o6�a DISTURBED FOR TWO DAYS DURING M op THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) I 2 OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE -4 '-_ IMMEDIATELY STABILIZED WITH THE APPROVED _.....- ---- SS 5 Z • • . . . MULCHING, PLASTIC COVERING, ETC.A ESC COVER METHODS (E.G., SEEDING, I EX. 26 PRIVATE 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONSTRUCTION SI CONTROL REQUIREMENTS APPLY TO ALL ACCESS TES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS UTILITY aa OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. I EASEMENT rl )� 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE V 961hove eoosl-of G1V-rW_ 60 0VAC15�ew ADDRESSED WITHIN SEVEN (7) DAYS. 12. 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. 13. 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED 1MT14 THE NECESSARY EROSION CONTROL MEASURES AND SHALL ' PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM TH . � • . . SD . ' _ SD GRADED SO THAT THE BOTTOM AND SIDES ARE TEMPORARY FACILITY MUST BE ROUGH I CITY OF RENTON GRADE OF THE PERMANENT FACILITY. RE AT LEAST THREE FEET ABOVE THE FINAL . _ . . . --�-- CONTROL POINT 1835 • • • • • • . . . . . . . . . . . . . . . . 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FORTHE WINTER BE RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN 1ONE . . . CB . RIM=22.1.06• • ' ' . . WET SEASON.A SKETCH MAP OF THOSE AREAS T WEEK OF THE BEGINNING OF THE ' ��''-�-- • REMAIN UNCOVERED SHALL 0 BE SEEDED AND THOSE AREAS TO 18" -ADS- E INV=214:31 BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. . . . . • • . . 18" ADS 'W' INV.=214.31' ................................ REVISIONS PER CITY REVIEW REVISION T A RGEL No. I P A 334510-0211 115' PRIVATE STORM & PUBLIC SEWER IEASEMENT (20010618002183) WURVEfM. UMIGM TJ R DRAlft BCS BCS 3/ 16 TJ R mem TJR BY DATE APPR APF`wEmTJR - 1 "=20' ONE NCH AT FULL WALE F NOT ONE INCH SCALE ACCORDINGLY GRAPHIC SCALE 20' 0 10' 20' IN Fir 1 inch = 20 it, VER1IAL: NNI) HORIZONTAL: NAD 1 Bs3/11991 DATUM Know what's below, fall before you dig. - CITY of RAN TON Planning/Building/;public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: Y: Date: BY: Date: BY: Date: JOB NUMBS LINCOLN SHORT PLAT DATE 2/4/ PER -MIT # U 15008732 PROJECT #P R 15-003 1V - N/ ME N NO No. TESC PLAN & DETAILS � `�� ' �� DP' 5 CITY OF RESINTEOW blal PIING DI ISIQN 5