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m c <br />< ,< <br />m c <br />aI'l <br />o � <br />m ~ <br />3 <br />00 <br />N <br />CD <br />LD <br />0 <br />0 <br />Yi <br />0 <br />I <br />0 <br />0 <br />0 <br />0 <br />E <br />6 <br />_ SS SS� ss <br />I <br />y 3 N l <br />w lW W <br />I <br />x <br />x <br />I <br />o <br />x <br />o <br />I <br />xl <br />II <br />xl <br />II <br />I <br />X <br />� <br />� <br />EXISTING <br />LIFT STATION <br />L _ J <br />I <br />I <br />II <br />I� <br />rn <br />to <br />XI <br />II N ! C <br />I o <br />o \ +I Xx X I <br />MATCHUNE <br />D3.05 1. <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. <br />Ss <br />LIMITS <br />OF WORK <br />20 0 20 40 <br />LEGEND <br />— R/w RIGHT OF WAY <br />PROPOSED CENTERLINE <br />CONSTRUCTION ENTRANCE <br />HMA STREET SECTION <br />25 <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, <br />OR AS DIRECTED BY THE ENGINEER <br />25, <br />EXISTING ROAD <br />TYPICAL <br />CONSTRUCTION <br />ENTRANCE ROCK PAD <br />ISOMETRIC VIEW <br />PER CITY OF EVERETT STANDARD PLAN 201 <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />PERMEABLE BALLAST TYPICAL SEE <br />WSDOT STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />24' MIN <br />o <br />■ ,�� %] <br />v PortV <br />L) <br />I EVER TT <br />N <br />P.O. BOX 538 <br />N EVERETT. WA 98206 <br />XI <br />II N ! C <br />I o <br />o \ +I Xx X I <br />MATCHUNE <br />D3.05 1. <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. <br />Ss <br />LIMITS <br />OF WORK <br />20 0 20 40 <br />LEGEND <br />— R/w RIGHT OF WAY <br />PROPOSED CENTERLINE <br />CONSTRUCTION ENTRANCE <br />HMA STREET SECTION <br />25 <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, <br />OR AS DIRECTED BY THE ENGINEER <br />25, <br />EXISTING ROAD <br />TYPICAL <br />CONSTRUCTION <br />ENTRANCE ROCK PAD <br />ISOMETRIC VIEW <br />PER CITY OF EVERETT STANDARD PLAN 201 <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />PERMEABLE BALLAST TYPICAL SEE <br />WSDOT STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />24' MIN <br />o <br />■ ,�� %] <br />v PortV <br />L) <br />I EVER TT <br />N <br />P.O. BOX 538 <br />N EVERETT. WA 98206 <br />3240P.A.keA--R <br />® ® ® S-tde, W.shmg ,n98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndcngioeees.mm <br />8 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />BRUCF <br />C c�asxi ,(F <br />�P $ �P <br />, rF 32789 Eo �� <br />`rAONAL 0� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D3.07 <br />ESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />TEMPORARY EROSION AND <br />CIP NO. <br />6-8-DD8-D1 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY: <br />SHEEP NO. 37 OF 48 <br />n (425) 259-31fi4 <br />DIRECTLY OR INDIRECTLY TO PND. <br />Q <br />SEDIMENT CONTROL PLAN <br />NO. <br />DATE <br />BY <br />REVISION <br />