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SEC. <br />29, <br />T. <br />29 <br />Nq <br />R. <br />5 <br />Ev <br />W.M. <br />SEC. <br />32, <br />T. <br />29 <br />Nv <br />R. <br />5 <br />Ev <br />W.M. <br />CONTRACTOR SHALL PROVIDE TESC MEASURES <br />AS NEEDED FOR WATER MAIN EXTENSION <br />CLEARING LIMITS TO FOLLOW INSTALLATION. CONTRACTOR TO DETERMINE <br />WATER MAIN TRENCH, SEE BASED ON ANTICIPATED IMPACTS AND <br />SHEETS UT2, UT8 FOR LOCATION- CONSTRUCTION MEANS AND METHODS. <br />N <br />n <br />cn <br />0 <br />z <br />D <br />n <br />U) <br />0 <br />0 <br />0 <br />0 <br />0 <br />co <br />0 <br />N <br />s <br />N <br />r� <br />er- <br />c- <br />co <br />0 <br />s <br />07 <br />0 <br />z <br />E <br />0 <br />n <br />CLEARING _ <br />STORM DRAINAGE TRENCH, SEE <br />SHEETS 1R. Doi FOR LOCATION <br />U <br />S <br />D <br />O <br />Z <br />E <br />0 <br />n <br />E <br />0 <br />00 <br />M <br />of <br />N <br />0 <br />0 <br />N <br />CONTRACTOR SHALL PROVIDE TESC MEASURES AS <br />NEEDED FOR STORM DRAINAGE INSTALLATION. <br />CONTRACTOR TO DETERMINE BASED ON ANTICIPATED <br />IMPACTS AND CONSTRUCTION MEANS AND METHODS. <br />OWN— 111110m,"I'm <br />Rol xm �� �Nz e <br />LL. _ <br />.w <br />wy� <br />s� T <br />RIVER�R ARD. I f <br />a <br />'Fob - <br />_w <br />a u a <br />KEY MAP <br />Y <br />s a <br />NTS <br />CONSTRUCTION NOTES <br />INSTALL SILT FENCE PER DEPARTMENT OF ECOLOGY FIGURE II-4.2.12 <br />/ BMP C233. <br />REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. COORDINATE <br />WITH GEOTECHNICAL ENGINEER AND OWNER. <br />NOT USED. <br />REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE AND GATE. <br />w._ <br />COORDINATE LOCATION WITH OWNER. <br />PLUG AND ABANDON EXISTING PIPE PER WSDOT STANDARD SPEC <br />7-08.3(4), UNLESS AUTHORIZED OR APPROVED BY THE CITY AND <br />OWNER <br />UTILITY RELOCATED BY OTHERS. <br />® <br />�7 REMOVE PORTION OF PIPE AND MAINTAIN FOR USE WITH TESC <br />MEASURES. <br />INLET PROTECTION PER DEPARTMENT OF ECOLOGY FIGURE 11-4.2.8 / <br />BMP C220. <br />LEGEND <br />SILT FENCE PER DEPARTMENT OF ECOLOGY <br />-SILT SIFT FIGURE II-4.2.12 / BMP C233 <br />C C C CLEARING AND GRUBBING LIMITS PER CITY OF <br />EVERETT BMP ES.10 <br />INLET PROTECTION PER DEPARTMENT OF <br />ECOLOGY FIGURE II-4.2.8 / BMP C220 <br />REMOVE EXISTING ASPHALT <br />INTERCEPTOR DITCH PER DEPARTMENT OF <br />m o a ECOLOGY BMP C200. SEE DETAIL ON SHEET <br />SP1 <br />NOTESGENERAL <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 />0 al WIT, ;ls m <br />SCALE <br />1 40 <br />FEET <br />SHALL <br />CONTRACTOR PROVIDE <br />r -ESC <br />a <br />MEASURES ... NEEDED �s <br />MAIN EXTENSION INSTALLATION. <br />CONTRACTOR TO DETERMINE BASED <br />ON III IMPACTS <br />CONSTRUCTION . AND <br />METHODS. <br />CONTRACTOR SHALL PROVIDE TESC <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 />r <br />STA 17+32 (45.4' LT TA 17+41 (44.0' LT)' -, <br />STA 17+31 (39.3' LT TA 17+41 (39.2' LT) <br />Lr) <br />ry~ INTERCEPTOR DITCH (DEPARTMENT OF <br />I ECOLOGY BMP C200) AS NEEDED FOR <br />LIMITS <br />PROJECT - -� ----_�-MODIFICATIONS TO EXISTING TESC MEASURES <br />AND TO ROUTE CONSTRUCTION SITE RUNOFF -. <br />L <br />_ci4 SI TI 1LT­ A -SILT-=.._e._.W SILT SILT Qn T <br />/7/19 <br />