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SEC. 29, T. 29 N, R. 5 E, W.M. SP1 SP2 <br /> SEC. 32, T. 29 N, R. 5 E, W.M. <br /> a D D (2 Q <br /> o ja <br /> Da D <br /> ea® ® ---------------z e -------- e -------- o <br /> E _ �^\- _ ---i <br /> REFUSE <br /> 'j RELOCATION <br /> 2 AREAS. SEE SP4 0 a <br /> _ a <br /> DWG. N0. RP1 � D a <br /> r; ,a <br /> I <br /> x xxxxx xxx— KEY MAP <br /> o N <br /> TS <br /> CONSTRUCTION <br /> NOTES <br /> on I I �; INSTALL SILT FENCE PER CITY OF EVERETT STD. DWG. N0. 214. <br /> X—x x <br /> . x x—X—XJ X—X—X—X—x—xJ <br /> i r, �1 �1j�,, O REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. COORDINATE <br /> 2 11 ':II WITH GEOTECHNICAL ENGINEER AND OWNER. <br /> o- I O INSTALL INLET PROTECTION PER CITY OF EVERETT STD PLAN 210/BMP <br /> C220. <br /> a 11 \\'�a `738 LF <br /> 1\ \\ INTERCEPTOR \_ a LEGEND <br /> ADIKE 0 0.5% 'cam N <br /> 1 \I MIN SLOPE <br /> , \ SILT FENCE PER CITY OF EVERETT STD. PLAN <br /> �n \\, '-K O SILT—SILT— 214/BMP C233 <br /> o \ Z <br /> c <br /> \ INLET PROTECTION PER CITY OF EVERETT STD. <br /> 3 B PLAN 210/ BMP C220 <br /> 18 LF 12" HDPE INTERCEPTOR DIKE PER BMP C200 SEE SHEET <br /> CULVERT 0 Q5% MIN SP1 FOR SECTION DETAIL <br /> 1 TEMPORARY ---HAUL ROAD, 2 N INSTALL WATTLE PER BMP C235 <br /> SEE DWG. NO. W <br /> TR1—TR3 LJ —WF—HIF— HIGH VISIBILITY FENCE PER BMP C103 <br /> m Z <br /> 0 1 1 J <br /> 2 1- 1 TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> 1\' \\ '� = AREAS. 12" CSBC OVER LAYER OF MIRAFI® 50OX <br /> ` \ GEOTEXTILE FABRIC OR APPROVED EQUIVALENT. <br /> 0 3 I6 II ,e 44 <br /> SEE SHEET ST1 FOR SECTION AND ADDITIONAL <br /> v` NOTES. <br /> I LF INTERCEPTOR <br /> n <br /> NTERCEPTOR \ <br /> o so e, DIKE 0.5% \�� „ X—X—X—X u <br /> ' MIN SLOPE X— -- — ----------- <br /> GENERAL NOTES <br /> \X �— " 1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br /> � <br /> PNc _ —_— -_-- — k _ _— -�, __--- ARE DESIGNED BY OTHERS. THEY SHOWN FOR INFORMATIONAL <br /> PURPOSES ONLY. <br /> 2. FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROL NOTES, SEE <br /> ,— _ _ ,,.—"— O ,e ® ------------------ ------- X k`\X� DWG. N0. NT1. <br /> ,v <br /> o __ TEMPORARY <br /> HDPE PER _ _X� xxx—x—x� „ 3. EXISTING TEMPORARY EROSION CONTROL MEASURES SHALL BE <br /> --- -r'RIVERFRONT k �' X x X�X MAINTAINED AND MODIFIED AS NECESSARY TO PRESERVE FUNCTIONALITY. <br /> w _� '__" PLANS X X�X X�X` <br /> X\X� <br /> PROPOSED k\k <br /> \ X x — — — — — — — —� — — —C RIVERFRONT \X\k <br /> rn <br /> _BOULEVAR� \X\ <br /> o D o - <br /> - — - <br /> N e �q' I INTERCEPTOR DIKE <br /> _ 0 PER RIVERFRONT APPROX. EXISTING <br /> BLVD PLANS NEIGHBORHOOD <br /> AccEss ROAD MATCH LINE, SEE DWG NO. SP4 <br /> .� TEMPORARY , \ <br /> ! SEDIMENT TRAP <br /> \ - — PER RIVERFRONT <br /> BLVD PLANS 1.5' MIN <br /> O <br /> 0 \� <br /> to <br /> INTERCEPTOR DIKE SECTION SCALE <br /> N.T.S. 40 0 40 80 <br /> Al FEET <br /> WAS yd4G� Drawing N. <br /> Drown By Date SHELTER HOLDINGS, LLC <br /> P E RT E E T P. HDUGHTADONG B ,5 ,9 s P <br /> es[gned By EVERETT RIVERFRONT DEVELOPMENT <br /> V.WEN 8 15 19 Sheet No. <br /> 2707 COLBY AVENUE,SUITE 900 54968 `� Cneoked e <br /> o�RF o ADVANCED SITE WORK PERMIT <br /> o EVERETT,WA 98201 Know What's below. Fss�cq`TEE�G�� Approved By Project N�mbe� g 28 <br /> No. Date Revision By Appr. 425.252.7700800.615.9900 C811 before you dig °N DONNER e ,5 ,9 zD,saDo4.Do8 SITE PREPARATION & EROSION CONTROL of Totol <br />