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n <br />Cn <br />Ln <br />CD <br />CD <br />00 <br />CD <br />cel <br />n <br />Cn <br />C <br />CL <br />1-11 <br />C- <br />T <br />0 <br />ly- <br />n <br />a <br />0 <br />0 <br />ry <br />0 <br />0 <br />0 <br />00 <br />CV <br />CL <br />x <br />OF <br />SEC, 29, T. 29 N2 R. 5 Et W.M, spi SP2 <br />Ip'v a L <br />------- <br />D -1 F <br />ID I 0 71 1 <br />IIP 0 D Ij <br />L—F <br />57 <br />C! <br />D <br />J, <br />"T <br />Q71F <br />'5 <br />REFUSE <br />RELOCATION <br />2 <br />AREAS. SEE SP4 P5 <br />7f7DWG, NO, RP1 <br />LL— <br />x <br />KEY MAP <br />CONSTRUC70N NOTES <br />INSTALL SILT FENCE PER CITY OF EVERETT STD. DWG. NO. 214. <br />x—x—x—x—x—x—x-----� REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD, COORDINATE <br />WITH GEOTECHNICAL ENGINEER AND OWNER. <br />INSTALL INLET PROTECTION PER CITY OF EVERETT STD PLAN 210/BMP <br />V <br />C220. <br />IS <br />738 LF <br />N <br />INTERCEPTOR LEGEND <br />DIKE 0 O,5% <br />MIN SLOPE <br />SILT FENCE PER CITY OF EVERETT STD. PLAN <br />—SLT —SLT 214/BMP C233 <br />z <br />E3 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 />TEMPORARY L9J <br />HAUL ROAD, 2 INSTALL WATTLE PER BMP C235 <br />SEE DWG. NO. <br />TR1-TR3 UJ HVF— HVF— HIGH VISIBILITY FENCE PER BMP C103 <br />z <br />TEMPORARY HAUL/ACCESS ROADS AND STAGING <br />AREAS, 12" CSBC OVER LAYER OF MIRAFI(D 50OX <br />V1 <br />GEOTEXTILE FABRIC OR APPROVED EQUIVALENT. <br />SEE SHEET ST1 FOR SECTION AND ADDITIONAL <br />NOTES. <br />---------- <br />GENERAL NOTES <br />1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br />ARE DESIGNED BY OTHERS, THEY SHOWN FOR INFORMATIONAL <br />03 <br />PURPOSES ONLY. <br />2. FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROL NOTES, SEE <br />r <br />DWG. NO. NT1, <br />. ...... . <br />3. EXISTING TEMPORARY EROSION CONTROL MEASURES SHALL BE <br />'o ---gz <br />MAINTAINED AND MODIFIED AS NECESSARY TO PRESERVE FUNCTIONALITY. <br />57 <br />IN, <br />PROPOSED -3 <br />RIVERFRONT <br />BOULEVARD <br />APPROX. EXISTING <br />NEIGHBORHOOD <br />ACCESS ROAD MATCH LINE, SEE DWG NO. SP4 <br />1.5' MIN <br />INTERCEPTOR DKE SEC70N SCALE <br />N.T.S.683W ii2TT!!T <br />40 0 40 80 <br />W//v FEET <br />C) As , 0 — Drawing ®. <br />Drawn By Date SHELTER HOLDNGS, LLB P. HOUGHTALING !ZL5-/1 9 <br />F <br />P, 3a <br />PERTEET Designed By EVERETT RIVERFRONT DEVELOPMENT spi <br />V. WEN IZ15L1 9 <br />2707 COLBY AVENUE, SUITE 900 Checked By ADVANCED SITE WORK PERMIT Sheet No. <br />EVERETT, WA 98201 Know whars below.���������® Approved By Project Number 9 <br />425152.7700 1800.6115.9900 AL � 21 <br />Cal I before you dig. C. DONNER 8Z15Z19 20180004M5 SITE PREPARATION & EROSION CONTROL -19 T-4-9 <br />