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rd •�X•'� •• \ \e \ <br />DEMO EX ASPH PATH, EX OUTFALL 004 PORT GARDNER BAY <br />SEE NOTE 4 (DECOMMISSIONED) <br />EAST WATERWAY <br />\ <br />EX CONC STEPS, <br />PIP, TYP (6) — <br />EX 6' HIGH CSBC <br />PRE -LOAD AREA \ <br />\ v <br />�1 <br />1 <br />1� <br />\ 16� <br />CLEAR & GRUB AREA WEST OF EX JERSEY <br />BARRIER TO EX SHORELINE ROCKERY. <br />REMOVE AND DISPOSE OF TOP 6" OF SOIL <br />AND REPL W/4" STREAMBED COBBLES <br />\ L• • y:• <br />I•�• •M1 \ �\ EX CONIC BASE/ <br />\ M1 t ' "• ,:t; ma <br />�\ �\ TRANSMISSION POLE, PIP <br />4. <br />? ... <br />\ 1 M1 •T••,L� '\ \\ <br />DEMO EX POWER EQUIPMENT <br />DEMO EX CB, <br />CUT, CAP & ABAN <br />ob <br />'' "'�_ <br />SEE NOTE 1 & 5 <br />RIM=14.88 <br />EX 10" SO PIPE, <br />EX JERSEY <br />�• <br />: • ba ±:. <br />I •• 1L <br />IE=13.1 (10" E) <br />SEE DETAIL X ON <br />SHT XX BARRIER, PIP <br />. <br />17 <br />~ <br />IE=13.1 (10" N) <br />o <br />J <br />WELEX MOPIPaTYP �® <br />�� <br />/ <br />EX ASPH ROAD <br />I <br />DEMO EX MH, <br />SEE NOTE 1 &/5 <br />So <br />EX EOP <br />RIM-15.38 <br />IE-11.9 00" ) <br />x x <br />o <br />x <br />o <br />16 _ \ <br />x <br />0 <br />SALVAGE EX SS ENCLOSURE w/PANEL BOARD <br />AND LIGHTING CONTROLS. REMOVE WIRING <br />BACK TO SOURCE NEAR BARGE DOCK. FULLY <br />REMOVE OR CUT AND CAP EX UNDERGROUND <br />CONDUIT AND ABANDON IN PLACE <br />(CONTRACTOR TO VERIFY SOURCE LOCATION) <br />A <br />DEMO ALL EX LIGHTING BOLLARDS AND WIRING BACK TO <br />SS ENCLOSURE, TYP. FULLY REMOVE OR CUT AND CAP <br />EX UNDERGROUND CONDUIT AND ABANDON IN PLACE <br />DEMO EX TREE, <br />/ <br />SEE PHOTO 12 <br />. . •. d. .'•M1 •M1.w <br />•. <br />Y: <br />�• <br />M1• <br />:. <br />M1M1 . ••.• i.)•• <br />•• Y. M1•' <br />_ " I DEMO EX <br />• r <br />w <br />' '' . ' GVL PATH <br />Wald* j. <br />V <br />•�� :. ` ce. A �•�, •.. 5 �" M1 �'••�• EX MONITORING <br />_ WELL PIP, TYP. <br />.'• ;' ' f• ' %SEE NOTE 6 <br />\ & ABANDON -IN -PLACE \ \ EX BERM <br />x \ \ •�''fot?`` <br />l EX PUD SUBSTATION J SUBSTATION J \ �, `' \ • " ' .- <br />FENCE, PIP / xr \ / ��''% ,c •,5. <br />DEMO EX MH, x / l \ \ / / \ , I •fx-�r ,•+• <br />/ \ a•. . <br />SEE NOTE 1 & 5 13— <br />x x x x x __ x 17 <br />�c x <br />DEMOLITION NOTES <br />1 FILL EX 10" SD w/CDF <br />x <br />1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON <br />THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS MADE <br />AS TO THE ACCURACY OR COMPLETENESS OF THE <br />INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT <br />BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE <br />BEEN EVALUATED. THE CONTRACTOR SHALL TAKE <br />PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR <br />DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT <br />SHOWN THAT MAY BE ENCOUNTERED DURING CONSTRUCTION <br />DUE TO NO RECORD OF THEIR EXISTENCE. <br />2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR <br />DEMOLITION SHALL BE PROTECTED —IN —PLACE. <br />3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE <br />DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED OF <br />AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE WITH <br />THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE <br />THE RESPONSIBILITY OF THE CONTRACTOR. <br />4. EXISTING ASPHALT PATH IS APPROXIMATELY 4" THICK. <br />CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE THE <br />FULL THICKNESS OF ACP MARKED FOR DEMO. <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />5. CONTRACTOR SHALL DEMO EXISTING CB AND MH STTRUCTURES <br />TO ELEVATION 14' OR LOWER. FILL REMAINING STRUCTURES <br />AND PIPE WITH CDF. PLACE GEOGRID OVER EXISTING SD <br />STRUCTURES BEFORE BACKFILL PLACEMENT AND COMPACTION. <br />EXTEND GEOGRID 3' MIN ON ALL SIDES EXCEPT EXTEND TO <br />EXISTING FENCE ON NORTH SIDE. SEE SHEET C3.21. <br />CONTRACTOR SHALL USE CARE TO PROTECT THE ADJACENT <br />SNOHOMISH PUD FENCE, BUILDING AND EQUIPMENT FROM <br />DAMAGE. DAMAGE TO PUD INFRASTRUCTURE BY THE <br />CONTRACTOR SHALL BE REPAIRED AT NO COST TO THE PORT <br />TO THE SATISFACTION OF THE PUD. <br />6. CLEARING, GRUBBING & DEMOLITION ACTIVITIES SHALL NOT <br />DISTURB AN AREA WITHIN ABOUT 1' AROUND PERIMETER OF <br />EXISTING MONITORING WELLS TO PROTECT THE WELLS IN PLACE. <br />BRUSH AND WEEDS TALLER THAN 12 INCHES THAT ARE <br />LOCATED WITHIN THE 1' OF UNDISTURBED AREA AROUND EACH <br />MONITORING WELL SHALL BE REMOVED BY HAND WITH SHOVEL. <br />VEGETATION REMOVAL SHALL INCLUDE REMOVAL OF ROOTS. <br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW OF THE <br />EXISTING SHORELINE CONDITIONS AND SHALL CHOOSE THE <br />APPROPRIATE EQUIPMENT TO CLEAR, GRUB AND PLACES <br />STREAMBED COBBLES SO AS TO NOT DAMAGE OR TRIGGER <br />FAILURE OF THE SHORELINE ROCKERY. DAMAGE TO THE <br />ROCKERY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED <br />BY THE CONTRACTOR AT NO COST TO THE PORT, TO THE <br />PORT'S SATISFACTION. <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />07/23/2021 <br />NW <br />ADDENDUM 3 <br />A0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />1 DEM LMON DETAIL <br />D 1.1 I D 1.6 SCALE: 1" = 30' <br />I in7nr AAA KAII <br />IYVIV JI II\IIYI\ V1%Vu I <br />EX GRADE <br />FILL EX PIP <br />NON—SHRINI. V1%VV I <br />nn%klkl(7nr AAA KAII <br />a kvAmIIIa RInfi liBIS]a�m�10ea yelmLei a�imiM <br />C.X.XICX.X SCALE: NTS <br />No. DATE BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NOT <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />END OF CLEAR <br />• �•. <br />:. & GRUB AREA <br />N. <br />\\\ EX ROCK <br />BULKHEAD <br />••••• •'-Y•'y�1•M1 <br />BULKHEAD <br />Op <br />LINE <br />KEY NOTES <br />LEGEND <br />DEMO EX ASPHALT <br />DEMO EX GRAVEL <br />CLEAR & GRUB AREA <br />f <br />SAWCUT LINE <br />m EXISTING MONITORING WELL, <br />PROTECT —IN —PLACE, SEE NOTE 6 <br />\ EXPOSE AND BREECH EXISTING PIPE 5. PIPE DIAMETERS <br />FROM UPSTREAM AND DOWNSTREAM MANHOLES. IF PIPE PLUG <br />IS ENCOUNTERED, EXPOSE AND BREECH PIPE AN ADDITIONAL <br />2 PIPE DIAMETERS FURTHER FROM STRUCTURE UNTIL AN <br />UNOBSTRUCTED SECTION OF PIPE IS BREECHED EACH END. <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />DEMOLITION DETAILS <br />(3 OF 5) <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 o\. NO. D1.6 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021-02.2 <br />SHEET NO. 16 OF 150 <br />0 <br />Z <br />