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HomeMy WebLinkAboutTED4003197.4NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M. w Q z LLJ a_ E Q v 0 0 m 3 0 tV V N U 01 m w CL 01 0. 01 01 P u� CL CL LU Q 0 LL w LU 0 0 v; UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 1-800— 424-5555 T*O - (to -,lp lo;p 'Com DESIGN 14711 N.E. 29th Place, # 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 CORE Job No. 99 7 21 S,p 33251 IDS ONAL FRES 22-04-04 I NO. 70-7-04 REVISION DATE I APPR SUIT&YED: DESIGNED: R H STEVENS DRAWN: J E HAYWOOD CHECKED: R H STEVENS APPROVED: R H STEVENS SCALE 1 = 20 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL NAD 198311991 Ali:�� DATUM CONTOUR INTERVAL TWO FOOT CONTOUR INTERVAL VERTICAL DATUM CITY OF RENTOW NA VD 88 BENCHMARK BENCH MARKS PER CITY OF RENTON SURVEY ON NA VD 1988 DATUM PT. 11884 3-%2" BRASS DISC STAMPED "HAFF-1990" ON CONCRETE MONUMENT. ELEV. .340.93 PT. 11502 4" CONC. MONUMENT W 2" BRASS DISC & PUNCH AT INTERSECTION MONROE A VE N.E. & N. E. 4TH (M/ COR. SEC. 16) ELEV. 341.39 REFERENCES 1. RECORD OF SURVEY FOR STEVE HARER BY JOHN E. CRAMER IN VOL. 127, PC.. 98 REC. NO 9901269002 LEGEND INLET FlL TER SEDIMENT POND CONS TR, UC TION SEQUENCE 1. CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE Cl TY OF REN TON INSPEC TION PERSONNEL B Y PHONING 425- 430- 7200. 2. SURVEYORS SHALL STAKE CLEARING LIMITS IN THE FIELD. J. INSTALL FILTER FABRIC FENCES AND CONSTRUCTION ACCESS AS SHOWN ON THE PLAN. 4. INSTALL TEMPORARY PIPE FROM CB 5 TO SEDIMENT POND. 5. INSTALL TEMPORARY SEDIMENT POND WITH STANDPIPE. 6. CLEARING AND GRADING MA Y NOW COMMENCE. 7. DURING THE GRADING PROCESS, THE CON TRA C TOR SHALL PA Y SPECIAL A TTEN TION TO MAINTAINING FIL TER FABRIC FENCES. 8. UPON COMPLETION OF GRADING, EXPOSED AREAS SHALL BE HYDROSEEDED AS SOON AS POSSIBLE. 9. INSTALL UTILITIES AND ROAD IMPROVEMENTS PER THEIR RESPECTIVE PLANS ONCE THE SI TE IS TO GRADE. 10. CONSTRUCT INLET FIL TERS A T THE CA TCH BASINS AS UTILITY INSTALLA TION ALLOWS AND/OR UPON FINISH GRADING. 11. DIRECT RUNOFF TO THE INLET/SUMP FIL TERS. CLEAN SUMPS AND STORM DRAINAGE UTILI TIES AS NECESSAR Y. 12. ONCE FINAL GRADING IS COMPLETE, HYDROSEED, LANDSCAPE OR SOD ALL REMAINING EXPOSED AREAS. 13. FLUSH PERMANENT STORM DRAINAGE SYSTEM. 14. TERMINA TE EROSION CON TROL FA CIL I TIES WHEN PERMANEN T FA CIL I TIES A RE COMPL ETE AS REQUIRED FOR PA I/ING. THE REMAINING EROSION CONTROL FAC.iLITIES MA Y BE TERMINATED WHEN ALL CONSTRUCTION, LANDSCAPING, AND CLEAN-UP ARE COMPLETE AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 1?qbV31fP1P SCALE: 1" = 20' 0 10 20 40 CHECKED FOR COMPLIANCE TO CITY STANDARDS �C Date Date Date CITY OF STOR-HOUSE SELF STORAGE 08/18/04 �r FIELDBOOK: R E N TO N EROSION CONTROL PLAN PAGE Planning/Building/Public Works Dept. C2.01 2 9