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m c <br /><,< <br />m c <br />aI'l <br />m" <br />0 <br />00 <br />N <br />CD <br />MATCHLINE <br />x I D3.07 2 I o z <br />! EXISTING-- <br />n RESTROOM I x \ o <br />_--___ __ I-- — --��— <br />�i - <br />'n x <br />+ <br />2 m ECOBLOCK WALL <br />2 W o MATCH FENCE TO SEE D4.04 <br />o END OF ECOBLOCK <br />WILL x <br />S� A PSO PSO PSO PSO PSO PSO �9-S PSO PSO PSO PSO PSO PS PSO PSO x PSO PSO PS. <br />�� cc,�O m PSS PSS PSS SS PSS PSS PSS PSS - <br />- P'sS PSS J� PSS 12bS PSS PSS PS PSS S <br />o X X X X X <br />PSO PSO PSO �1 r <br />W w+oo w �_ 0+5a ___y�_----�-- ` w 1 0o w ;,+50 w 3+00 W w 3+50 4+0� ' 4+50 w <br />SS <br />W jW W W- W W W w ��. -- w W w W w W SD w W <br />a <br />SS �� SS SS 55 I� D <br />D SD <br />2 <br />SCE® SJ� 5D I� 2 <br />D <br />----"-N <br />®EJB�i o <br />N , <br />LD 2 — — — — — — — — — — — — — -------------------� 2 <br />i I <br />o � <br />p o I ® EJB <br />p EP EJB ° I 2-EPs EJB <br />2- <br />--------------- <br />o LIMITS�/ w OF WORK <br />L---------- ------ ---------------------------------------- <br />------------ -- <br />a w w w w w w w o w <br />w w w <br />V) <br />PLAN <br />V) SCALE IN FEET <br />0 <br />20 0 20 40 <br />O <br />O <br />J <br />H <br />O <br />f <br />6 <br />I <br />�o <br />0 <br />a <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 />Y&F THIS DRAWING IS NOT 22-04" SCALE ACCORDINGLY <br />oPND <br />N %% <br />or V <br />O <br />I EVER TT <br />n <br />P.O. BOX 538 <br />c� EVERETT, WA 98206 <br />® ® ® 3211 R-IakeA—,R <br />Seatde,Waslilngton98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.com <br />QO <br />7�27/22 <br />JBK <br />ISSUED FOR BID <br />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 />CONSTRUCTION <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 />IN ANYMANNERAL THAT WOULDM PND. CONSTITUTE NGS ARE SAO DEOTRIMENTT TO E USED <br />BRUCF <br />,SN' BRU <br />. ° i <br />�P <br />$ �P <br />, vF 32789aEo �� <br />FSSAONAE ECVG\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D3.05 <br />DESIGNED BY: <br />C. WIEST <br />DATE- <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />TEMPORARY EROSION AND <br />CIP NO. <br />$—$—OO$-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY: <br />SHEET NO. 35 OF 4$ <br />i. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />Q <br />SEDIMENT CONTROL P LAN <br />N0. <br />DATE <br />BY <br />REVISION <br />