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NOTES <br />Oi TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />2( 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 />3O 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 />R/W RIGHT OF WAY <br />— - — PROPOSED CENTERLINE <br />CONSTRUCTION ENTRANCE <br />0 HMA STREET SECTION <br />25 <br />25 EX\5¶NG ROAD \ <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />PERMEABLE BALLAST TYPICAL SEE <br />l WSDOT STANDARD SPECIFICATION <br />` SECTION 9-03.9(2) <br />1' MIN.? <br />DEPTH ` <br />TYPICAL <br />---- 1 - - ------ ---- <br />1 FM` I EMI SS SS PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />K - I STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF <br />d II ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA <br />n I I OR AS DIRECTED BY THE ENGINEER 24' MIN <br />h X I 3 N d I LIMITS <br />I I I I OF WORK <br />CR W w I CONSTRUCTION <br />x I EXISTING ENTRANCE ROCK PAD <br />LIFT STATION ISOMETRIC VIEW <br />- I PER CITY OF EVERETT STANDARD PLAN 201 <br />x I I <br />z <br />< <br />g II <br />x II <br />n I - <br />2 <br />I 'I <br />xI <br />Y <br />I I <br />1 I I <br />J xi <br />I � <br />+r I <br />f9 � <br />Xi <br />i <br />� N i <br />I N <br />II! PLAN <br />3- SCALE IN FEET <br />MATCHLINEll" ' _ _ _ _ 20 0 20 40 <br />D3.05 <br />t <br />o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS <br />PROJECT ENGINEER: SCALE PORT OF EVERETT DWG. No. <br />� PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED D3.07 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />z CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: <br />y Port O� 3240 Eastlake aven�e>✓ WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS <br />CIP NO. <br />0 ® ® ® Scattic,washing=98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF L� �" q 6-8-008-01 <br />I EVERETT p: 206.624.1387 INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY CHECKED BY PHASE 1 <br />ENGINEERS, INC. _.pnde gjnee[s _ Al 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT <br />N P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED NO. PD-WP-2022-07 <br />EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: TEMPORARY <br />cE M P 0 R^AI R Y EROSION A N D <br />(425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. SEDIMENT CONTROL PLAN SHEET NO. 37 OF 48 <br />