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3 <br />0 <br />4Wj <br />Cn <br />§14' <br />SEC. 29, T. 29 N, R. 5 E, W.M. <br />SEC. 32, T. 29 N, R. 5 E, W.M. <br />CONTRACTOR SHALL PROVIDE TES", <br />MEASURES AS NEEDED FOR STORM <br />DRAINAGE EXTENSION INSTALLATION. <br />CONTRACTOR TO DETERMINE BASED <br />ON ANTICIPATED IMPACTS AND <br />CONSTRUCTION MEANS AND <br />METHODS. <br />INTERCEPTOR DITCH (DEPARTMENT <br />-- OF ECOLOGY BMP C200) AS <br />' NEEDED FOR MODIFICATIONS TO <br />- - -`EXISTING TESC MEASURES AND TO ` <br />- - _ <br />--ROUTE CONSTRUCTION SITE ---_. <br />N? _..RUNOFF <br />Z PROJECT . <br />-� -- - -- <br />�% LIMITS <br />SILT <br />—'^—SILT -__- _ - <br />SILT Silr sftT—SIL—� T <br />_ —_ _ f _ ... _-. <br />=,�'i.---L—SI T —SI T —SILT __SILT — SILT --SILT <br />i' r. SILT —SILT r 1�. r �' SILT ^ SILT C SILT —SILT —' Y �'> _. - _ _ _ a ---SILT . ' <br />"�—�- . _ <br />^� C SILT �---SILT --SILT —_ SILT � .. _�--�- <br />n0 ^ -G S! 7_ SILT —SILT O <br />8 �A (�8/� - - to n w INSTALL TEMPORARY / •, <br />8 RIVERFRONT BOULEVARD CULVERT PIPE TO BE 3 <br />24+00 z <br />ABANDONED IN FUTURE <br />PHASES LLJ <br />25+00 CW <br />26+00 <br />27+00 -- O <br />�i <br />8 N I + 28+o0 <br />A I ^ 8 pD <br />n 4 /�{_--j TEMPORARY 12" HDPE, Cy <br />Ln "j \ E PROVIDE MIN 6" VERTICAL <br />-. <br />Z i ` SEPARATION FROM IQ <br />PROPOSED STORM PIPE (n <br />T ` 'SILT�J <br />� — —�— <br />LUSILT �SfT —SILT —SILT \ Z <br />6T_SILT—�Li _SILT >----->---- FI <br />PROJEC-SILT _—SILT <br />--SIB- SILT —SILT —SILT � <br />{SILT —SILT —SILT —SILT —SILT SILT — --SILT —SILT --SILT —_SILT _SILT .__,SILT —SILT SILT <br />I n I F.. <br />LIMITS <br />ILT -SILT <br />STA 27+75 (49.0. RT In <br />_ f TA 27+98 (48.8' R- <br />Ul <br />CONTRACTOR SHALL PROVIDE TESC MEASURES AS I �n.. 1 <br />\� NEEDED FOR STORM DRAINAGE INSTALLATION AND <br />TEMPORARY ACCESS ROAD. CONTRACTOR TO I <br />DETERMINE BASED ON ANTICIPATED IMPACTS AND I <br />CONSTRUCTION MEANS AND METHODS. 0 LLl <br />l I <br />i I <br />I ( <br />CLEARING LIMITS AND SILT FENCE <br />TO FOLLOW STORM DRAINAGE <br />TRENCH, SEE SHEETS DR4, DR9, <br />DR10, DR11 FOR LOCATION <br />1 <br />RVERFRo <br />5+60 <br />� � 1 <br />+ <br />I U <br />KEY MAP <br />h'S <br />CONSTRUCTION NOTES <br />E1 INSTALL SILT FENCE PER DEPARTMENT OF ECOLOGY FIGURE b-4.2.12 <br />/ BMP C233. <br />2' REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. COORDINATE <br />WITH GEOTECHNICAL ENGINEER AND OWNER. <br />ONOT USED. <br />OREMOVE AND RELOCATE EXISTING CHAIN LINK FENCE AND GATE. <br />COORDINATE LOCATION WITH OWNER. <br />OPLUG AND ABANDON EXISTING PIPE PER WSDOT STANDARD SPEC <br />7-08.3(4), UNLESS AUTHORIZED OR APPROVED BY THE CITY AND <br />OWNER <br />�6 UTILITY RELOCATED BY OTHERS. <br />OREMOVE PORTION O� PIPE AND MAINTAIN FOR USE WITH TESC <br />MEASURES. <br />OINLET PROTECTION PER DEPARTMENT OF ECOLOGY FIGURE I;-4.2.8 / <br />BMP C220. <br />LEGEND <br />SILT -SILT SILT FENCE PER DEPARTMENT OF ECOLOGY <br />FIGURE I!-4.2.12 / BMP C233 <br />-C C C- CLEARING AND GRUBBING LIMITS PER CITY OF <br />EVERE77 BMP ES.10 <br />ElINLET PROTECTION PER DEPARTMENT OF <br />ECOLOGY FIGURE Ii-4.2.8 / BMP C220 <br />REMOVE EXISTING ASPHALT <br />INTERCEPTOR DITCH PER DEPARTMENT OF <br />} ECOLOGY BMP C200. SEE DETAIL ON SHED <br />SP1 <br />GENERAL NOTES <br />1. FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROL NOTES, SEE <br />DWG. NO. NT1. <br />2. EXISTING TEMPORARY EROSION CONTROL MEASURES SHALL BE <br />MAINTAINED AND MODIFIED AS NECESSARY TO PRESERVE FUNCTIONALITY. <br />3. SEDIMENT TRAPS SHALL BE LINED WITH IMPERMEABLE GEOMEMBRANE <br />LINERS AS SPECIFIED IN THE SPECIAL PROVISIONS. <br />4. BUILDING LAYOUTS SHOWN ARE PRELIMINARY AND ARE DESIGNED BY <br />OTHERS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br />AT' <br />NAVD88 <br />2�C 21, 4, <br />Nl W r /y ` <br />E RTE ET IB <br />W.. c�EVERETT RIVERFRONT BOULEVARD....._-.::-.:�::.,. e � Crawn BY Dote <br />PG. HOUGHTALING 8 19 WORK ORDER S P �. <br />Shelter • - ` Desiyneo By 33699-2 RIVERFRONT COMMERCIAL INVESTMENT, LLC <br />2707 COLEY AVENUE, SOME 900 54968 eV. CkeCWEN e 6 7 19 S ee: Nc. <br />EVERM, WA 98201 Know whes below. `frs� Cl E� ���`` e. cAFERRo 7 1 STA 23+80 TO STA 28+40 ^ 7 <br />Revision BY I ,�.. 425.252.7700 1 800.615-0900 H C) L D i n G S Cal l before you dig "� E� aPrDONNERY 20180004 �3r SITE PREPARATION AND EROSION CONTROL PLAN <br />163 <br />o! Total <br />