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z <br />1 EX CONC VAULT <br />J <br />APPROX 7'Wx19'Lx10'D <br />24' <br />[ifRIM=15.00f <br />w <br />24' <br />PORT GARDNER BAY <br />EX <br />DREDGE SAND <br />20' <br />EAST WATERWAY <br />20 <br />0_ <br />2 EX <br />RIPRAP <br />EX PVMT <br />16' <br />- <br />r <br />16' <br />z <br />12' <br />CHAT ELEV <br />11.19 <br />o' <br />z <br />'" <br />`' <br />1 EX 21" WOOD <br />12' <br />Z <br />z <br />a <br />8' <br />QHW ELEV <br />- <br />7.97.. <br />[if <br />o <br />;:;: <br />STAVE PIPE <br />o <br />4 <br />4 <br />O EX 12" <br />PVC <br />IE = 6A cr <br />0' <br />OUTFALL <br />w/END <br />WOOD <br />STAVE TO PVC <br />0' <br />CAP, IE=0.10' <br />TRANSITION, UNKNOWN <br />EX CDF <br />4 <br />4 <br />1 EX 12" <br />PVC I <br />= 5.90' <br />-6' <br />-6' <br />-80' <br />-60' <br />-40' <br />-20' <br />0' <br />20' 40' <br />DISTANCE (FT) <br />E <br />OSTING <br />CONDMON <br />& <br />DEMO <br />PROPLE <br />- <br />OUTFALL <br />M <br />C4.9 C4.10 <br />10' 0 10' <br />20' <br />515' <br />z <br />SCALE: 1 "=1 O' <br />w <br />TRENCH CUTOFF <br />WALL <br />2a' <br />® <br />C4.10 <br />C4.14 <br />24' <br />PORT GARDNER BAY <br />OUTFALL <br />DEBRIS BARRIER <br />MATCH EX PVMT <br />20' <br />EAST WATERWAY <br />C4.10 C4.10 <br />RESTORE SURFACE FLUSH <br />20' <br />= <br />6 <br />WITH SURROUNDING ACP <br />r <br />WITH 1-FOOT MIN DEPTH <br />16 <br />MRIPRAP <br />ENERGY DISSIPATOR <br />z <br />STREAMBED COBBLES <br />16' <br />Z <br />12' <br />C4.10 <br />C4.10 <br />_HAT ELEV 11.19' <br />0 <br />3 <br />12' <br />< <br />0 <br />z <br />081 <br />_ 0 OHW ELEV <br />= 7.97' .. .. .. .. <br />E 6.56' .. <br />0.3% <br />8' <br />ZF <br />_ <br />> <br />w <br />4' <br />TOE ELEV=-2.03', EX <br />GRADE <br />8' <br />7 <br />4' <br />w <br />MATCH EX GRADE <br />0, <br />5 <br />HDPE CASING PIPE <br />0, <br />14 <br />3' MIN DEPTH RIPRAP <br />4 <br />4 <br />KEY FILTER FABRIC INTO <br />1' MIN <br />DEPTH QUARRY SPALLS <br />CASING SP <br />CER/SKID <br />RIPRAP AT TOE & TOP <br />3 <br />-6' <br />-6' <br />-80' <br />-60' -40' <br />-20' <br />0' <br />20' 40' <br />DISTANCE (FT) <br />DEVELOPED CONDITION & DEMO PROFILE - OUTFALL M <br />24' <br />® OUTFALL DEBRIS BARRIER <br />C4.10 C4.10 <br />? <br />J <br />PORT GARDNER BAY <br />20' <br />EAST WATERWAY <br />16' <br />- E <br />RIPRAP ENERGY <br />DISSIPATOR <br />12' <br />C4.10 C4.10 <br />CHAT ELEV <br />= 11.19' <br />? <br />. <br />o <br />.. .. <br />z <br />8' <br />OHW ELEV = 7.17 <br />0 <br />o <br />= (OHW ELEV VARIES <br />IE = 3.97' <br />4' <br />ALONG SHORELINE) <br />MATCH <br />EX GRADE <br />w <br />J <br />8 12 EX ROCKERY TOP <br />ELEV = 11.97'f <br />�M <br />P. <br />Ed <br />0' - <br />-4' KEY FILTER FABRIC CASING <br />INTO RIPRAP AT TOE <br />8, 1' MIN DEPTH QUARRY SPALLS <br />-20' 0' 20' S 40' 60' <br />14 3' MIN DEPTH RIPRAP <br />DISTANCE (FT) <br />DEVELOPED CONDITION & DEMO PROFILE <br />• • • • • <br />SCALE:• <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />0.5% <br />:1 <br />24 <br />20' <br />TRENCH CUTOFF WALL <br />16' <br />0 <br />EX GRADE 12 Z <br />8' o <br />13 <br />w <br />islNFPIPE 9 0, <br /><ID -4' <br />-8' <br />100' <br />- OUTFALL A <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />/0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, <br />DATE <br />BY <br />REVISION <br />N0, DATE BY <br />3/4" DIA SMOOTH ALUMINUM BARS <br />WITH ENDS WELDED TO BAR FRAME <br />4" OC MAX <br />BAR SPACING r PLAN VIEW <br />3/4" DIA <br />ALUMINUM <br />BAR FRAME <br />2"x5" ALUMINUM ANCHOR STRIPS <br />WELDED TO 3/4" DIA BAR -FRAME <br />(4 PLACES) SPACED UNIFORMLY, FASTEN <br />N/ITW 1 /9" Al I IKAIKII IAA R(ll TQ AKIn All ITQ <br />r <br />SIDE VDEW <br />DETML - OUTFALL DEBRIS BARMER <br />C4.101 C4.10 SCALE : NTS <br />MATCH EX GRADE <br />DETAIL - RIPRAP ENERGY DISSOP TOR <br />C4.2, C4.9, C4.101 C4.10 SCALE: NTS <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />IECORD CONDITIONS <br />N. WATSON <br />1 " = 30' <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />✓ERIFIED BY ENGINEER. <br />ME <br />GENERAL NOTES <br />1. ALL WORK BELOW ORDINARY HIGH WATER (OHW) LINE <br />SHALL OCCUR IN THE 'DRY'. <br />2. EXCAVATION AND PLACEMENT OF ROCK BELOW HTL WILL <br />OCCUR IN THE 'DRY' WITHIN A SINGLE TIDE CYCLE. <br />WORK THAT CANNOT BE COMPLETED IN A SINGLE TIDE <br />CYCLE SHALL TEMPORARILY COVER AND STABILIZE <br />EXPOSED SOILS WITH GRAVEL, GEOTEXTILE OR OTHER <br />APPROVED METHODS PRIOR TO TIDAL SUBMERSION. <br />CONSTRUCTDON KEY NOTES <br />ODEMOLISH <br />AND REMOVE. <br />OALL <br />EXISTING RIPRAP AND CONCRETE RUBBLE THAT IS <br />REMOVED FOR OUTFALL REPLACEMENT SHALL BE <br />DISPOSED AT AN APPROVED OFF -SITE LOCATION AND <br />SHALL BE REPLACED WITH NEW RIPRAP <br />EREPLACE <br />EXISTING 12" PVC OUTFALL <br />WITH NEW 36" HDPE. <br />E¢ <br />INSTALL 48" HDPE PIPE TO ENCASE 36" HDPE OUTFALL <br />PIPE. FILL ANNULAR SPACE WITH NON -SHRINK GROUT. <br />E PLAN FOR <br />'E SIZE O <br />COVER EXCAVATED, EXPOSED SUBGRADE SOILS WITH <br />FILTER FABRIC PRIOR TO QUARRY SPALL PLACEMENT. <br />ORESTORE <br />RIPRAP TO ORIGINAL ELEVATION, DEPTH, AND <br />LIMITS FOLLOWING OUTFALL REPLACEMENT WITH NEW <br />RIPRAP. <br />EPIPE <br />TO UPLAND STORM DRAIN SYSTEM. <br />OTEMPORARILY <br />RELOCATE EXISTING ROCKERY TO <br />ACCOMMODATE OUTFALL INSTALLATION. <br />OPLUG <br />& ABANDON EXISTING 10" DI OUTFALL AND <br />DOUPLING <br />REPLACE WITH 18" HDPE OUTFALL. <br />10 <br />INSTALL 30" HDPE PIPE TO ENCASE 18" HDPE OUTFALL <br />PIPE. FILL ANNULAR SPACE WITH NON -SHRINK GROUT. <br />11 <br />COVER EXCAVATED, EXPOSED SUBGRADE SOILS WITH <br />FILTER FABRIC PRIOR TO GRAVEL BACKFILL PLACEMENT <br />FOR ROCKERY. <br />12 <br />RESTORE EXISTING ROCKERY TO ORIGINAL ELEVATION AND <br />LIMITS FOLLOWING OUTFACE INSTALLATION. <br />13 <br />PIPE TO UPLAND STORM DRAIN SYSTEM. UPLAND STORM <br />WATER RUNOFF IS TREATED BY FILTER CARTRIDGE(S) FOR <br />WATER QUALITY TREATMENT BEFORE DISCHARGE TO <br />OUTFALL A. <br />14 <br />RIPRAP SHALL CONFORM TO WSDOT SPEC 9-13.4 CLASS <br />B ROCK FOR EROSION AND SCOUR PROTECTION <br />ENERGY <br />DISSIPATOR <br />SCHEDULE <br />OUTFALL SIZE <br />A <br />B <br />C <br />D <br />18 <br />1.5 <br />10.5 <br />1.5 <br />8 — <br />36" <br />3' <br />18' <br />3' <br />10't <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER PROFILES <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 , <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />J DWG. NO. C4.10 1 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />No. MT—NT-2021 —02.2 <br />SHEET NO. 54 OF 150 <br />Z <br />a <br />U <br />LU <br />