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I <br />I <br />SEC. <br />29, <br />T. 29 <br />N, <br />R. 5 E, <br />W.M. <br />SP1 <br />SP2 <br />SEC. <br />3 <br />9 <br />W.M. <br />_ -_ <br />-- --- <br />_ <br />_-- _ .-- <br />. <br />6 <br />t <br />_ ,..--------- - ---- — ----- -- ---------- <br />- <br />-- R <br />------------C ------------------ <br />----------- <br />- <br />— <br />-------- <br />=----------- <br />zz <br />r .-. <br />�^�-� <br />-yam'• <br />r <br />SP4 <br />^ ,. <br />ZP5 <br />J <br />KEY MAP <br />NTS <br />^`�^ <br />CONSTRUCTION NOTES <br />INSTF__ SILT FENCE PER CITY OF EVERETT STD. DWG. NO. 214. <br />`= <br />` <br />REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. COORDINA-_ <br />O WITH GEOTECHNICAL ENGINEER AND OWNER. <br />CL <br />V) <br />-- <br />�• <br />- <br />INSTALL INLET PROTECTION PER CITY OF EVERETT STD PLAN 210/BMP <br />o <br />-- <br />C220. <br />z <br />3 <br />Q <br />W <br />N <br />Z - <br />U <br />738 LF <br />INTERCEPTOR <br />DIKE ® 0.5% <br />MIN SLOP__ y <br />J <br />r—` <br />113 LF 12' HOPE <br />TEMPORARY <br />CULVERT 0 0.5% MIN <br />HAUL ROAD, <br />SLOPE -` <br />SEE DWG. NO. <br />TR1-TR3 <br />- -- - --- <br />378 LF <br />/ <br />— <br />— - <br />INTERCEPTOR <br />DIKE 0 0.5% <br />1 <br />J; MIN SLOPE <br />Revision <br />TEMPORARY--F- <br />ACCESS <br />ROAD, SEE ---- <br />DWG. NO. RP1 <br />­APPROX. EXISTING `'.—_,_V�� _ �;_,— --.. :.._ .— —•--- 4 Y-- <br />NEIGHBORHOOD <br />ACCESS ROAD -y- <br />MATCH LINE, SEE DWG NO. SP4 <br />-- PERTEET <br />2707 COLBY AVENUE, SUITE 900 <br />EVERETT, WA 98201 <br />425.252.7700 ! 800.615.990C <br />r. ` <br />0 <br />._ <br />U <br />w <br />w <br />(7) <br />\ X <br />817 LF <br />INTERCEPTOR DIKE <br />— <br />_--- <br />_ — E FRON <br />BOULEVARD <br />--Y--x---x===x-L--.y._ ,ate---=----,-.--_ ---.__` ----- - - <br />® 0.5% MIN SLOPE � Q <br />L GEN <br />JQ <br />SILT —SILT SI� FENCE PER CITY OF EVERETT STD. PLAN <br />214/BMP C233 <br />8 INLET PROTECTION PER CITY OF EVERETT STD. <br />PLAN 210/ BMP C220 <br />INTERCEPTOR DIKE PER BMP C200 SEE SHEET <br />SP1 FOR SECTION DETAIL - <br />INSTALL <br />WATTLE PER BMP C235 <br />H.� Irv- HIGH VISIBILITY FENCE PER BMP C103 <br />TEMPORARY HAUL/ACCESS ROADS AND STAGING <br />AREAS. 12" CSBC OVER LAYER OF MIRAFIV 50OX <br />-- ---------- GEOTEXTILE FABRIC OR APPROVED EQUIVALENT. <br />SEE SHEET ST1 FOR SECTION AND ADDITION:;_ <br />NOTES. <br />GENERAL NOTES <br />1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY ANC <br />ARE DESIGNED BY OTHERS. THEY SHOWN FOR INFORMATIONAL <br />PURPOSES ONLY. <br />2. FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROLNOTES, SEE <br />DWG. NO. NT1. <br />3. EXISTING TEMPORARY EROSION CONTROL MEASURES SHALL BE <br />MAINTAINED AND MODIFIED AS NECESSARY TO PRESERVE FUNCTIONALITY. <br />SCALE <br />4C 0 40 - c <br />FEAT <br />yn'C ` <br />D'ow By Date SHELTER HOLDINGS, LLC SP2 <br />P. HOUGHTALING 8 15 19 <br />i DG8`9 EVERETT RIVERFRONT DEVELOPMENT <br />o i= V. WEN B 15 ,9 <br />�o R 54968 a Cnecke° By ADVANCED SITE WORK PERMIT <br />Know whk-s below. �Fs�f°IsER` <br />Cal l before you dig a'�_ `y , DONNERy 1 P2018000a.00 roject e SITE PREPARATION & EROSION CONTROL <br />