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�o\\ DEMO Ex ASPH PATH, Ex OUTFALL 114 PORT GARDNER BAY
<br /> 2•.` ,.••'.•'l:• yh\\� SEE NOTE 4 (DECOMMISSIONED)
<br /> w NF\ EAST WATERWAY
<br /> SALVc� \ F'rgsp ^^ •" +• \ \\ AGE EX SS ENCLOSURE LIGHTING O BOARDPANEL CONTRO S. REMVE WIRING AND
<br /> '�'\ \ -.- A/ '•s••• ' BACK TO SOURCE NEAR BARGE DOCK. FULLY
<br /> CLEAR&GRUB AREA WEST OF EX JERSEY
<br /> ® ® ^• "`,y",`.,•' \ BARRIER TO EX SHORELINE ROCKERY. REMOVE OR CUT AND CAP EX UNDERGROUND
<br /> ' CONDUIT AND ABANDON IN PLACE
<br /> REMOVE AND DISPOSE OF TOP 6"OF SOIL
<br /> AND REPL W/4 (CONTRACTOR TO VERIFY SOURCE LOCATION)
<br /> "STREAMBED COBBLES
<br /> \� \ �. •'�::`• \�\ EX CONC BASE/ DEMO ALL EX LIGHTING BOLLARDS AND WIRING BACK TO
<br /> \ ��\ TRANSMISSION POLE, PIP SS ENCLOSURE,TYP. FULLY REMOVE OR CUT AND CAP
<br /> EX UNDERGROUND CONDUIT AND ABANDON IN PLACE
<br /> EX CONC STEPS, \ \ ^''�; '•LP;•.�,� DEMO EX POWER EQUIPMENT DEMO EX TREE,
<br /> PIP,TYR(6) \ \ " <•.' ,•. \\
<br /> r +,�"1 •• .�.1 \\\ SEE PHOTO 12
<br /> DEMO EX CB. y ,•.. :.ob.�--•�-_ _ r..^-.._ .C.,_r.
<br /> SEE NOTE 1 & 5 CUT,CAP&ABAN �- ••• �' V __ �\
<br /> EX 6' HIGH CSBC EX 10"SO PIPE, EX JERSEY c •p.°P,•. _�' .;,,, •,••• {_�. �^t^+r•i ='• "�' \
<br /> RIM=14.88 ��`o•+,•�'PRE AREA IE=13.1 (10"E) SEE DETAIL X ON SIFT XX BARRIER, PIP ��•„ , :�-".: \\
<br /> EX MONITORING 17
<br /> IE=13.1 (10"N) �-J WELL PIP,TYP��.. ..X; •' pp:.,•:.`:",. .:� >I
<br /> EX ASPH ROAD /� � '•+�•� J
<br /> u IL-1
<br /> ., _, •+++ �,.:a... DEMO EX
<br /> DEMO EX MH, s --•-�-�,,� 4 GVL PATH
<br /> RIM=15.36 x
<br /> EX POP �'
<br /> \ SEE NOTE 1 &/5 - v,..•:. `
<br /> x x 76 ��.,:� '''•,
<br /> IE=11.5(10° ) _I X(� \ \ �~;'\.; ` EX MONITORING
<br /> \ I FILL EX 10"SD w/CDF J / l ~ :; p \ WEELNOTE 6 P
<br /> \ i 4
<br /> &ABANDON-IN-PLACE
<br /> x . o• .
<br /> I EX BERM \ •• `r;'•;+'�?`�` r "ti
<br /> I \ " X PUD \' ✓ \ \ \\ \ `:• �...•,+• •4°, �" END OF CLEAR
<br /> EX PUD SUBSTATION J` SUBSTATION \ ,.J •.
<br /> �.:..',:•�> iS`7U y,.. - &GRUB AREA
<br /> FENCE,PIP •...� a.S F�s r\ •.+
<br /> 16-� DEMO EX MH,
<br /> SEE NOTE 1 &5 1 \ �/ J �13— �i+��� �• ,��`c V �\ A BEX ULKHEAD
<br /> RIM=15.81
<br /> op
<br /> x� x ,�
<br /> Ty
<br /> DEMOLITION NOTES DEMOLITION DETAIL LEGEND \l
<br /> =
<br /> 1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON D1.1 D1.6 SCALE: 1" 30' DEMO EX ASPHALT
<br /> THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS MADE 5. CONTRACTOR SHALL DEMO EXISTING CB AND MH STTRUCTURES {•'s +
<br /> AS TO THE ACCURACY OR COMPLETENESS OF THE TO ELEVATION 14' OR LOWER. FILL REMAINING STRUCTURES ;r;+? tfe DEMO EX GRAVEL
<br /> INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE AND PIPE WITH CDF. PLACE GEOGRID OVER EXISTING SD
<br /> CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF STRUCTURES BEFORE BACKFILL PLACEMENT AND COMPACTION. UPSTREAM MH EX GRADE DOWNSTREAM MH CLEAR & GRUB AREA
<br /> CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE EXTEND GEOGRID 3' MIN ON ALL SIDES EXCEPT EXTEND TO
<br /> CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT EXISTING FENCE ON NORTH SIDE. SEE SHEET C3.21. ———— SAWCUT LINE
<br /> BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE CONTRACTOR SHALL USE CARE TO PROTECT THE ADJACENT \��\�\\
<br /> BEEN EVALUATED. THE CONTRACTOR SHALL TAKE SNOHOMISH PUD FENCE, BUILDING AND EQUIPMENT FROM �� \��\��\��\��\��\��\ \//�\//�\//�\//�\//�\//�\//�\// /�\//�\//�\//�\/j 0 EXISTING MONITORING WELL,
<br /> PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DAMAGE. DAMAGE TO PUD INFRASTRUCTURE BY THE PROTECT-IN-PLACE, SEE NOTE 6
<br /> DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT CONTRACTOR SHALL BE REPAIRED AT NO COST TO THE PORT
<br /> SHOWN THAT MAY BE ENCOUNTERED DURING CONSTRUCTION TO THE SATISFACTION OF THE PUD.
<br /> DUE TO NO RECORD OF THEIR EXISTENCE. J 5X PIPE CIA MIN 5X PIPE DIA MIN
<br /> 6. CLEARING, GRUBBING & DEMOLITION ACTIVITIES SHALL NOT
<br /> 2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DISTURB AN AREA WITHIN ABOUT 1' AROUND PERIMETER OF
<br /> DEMOLITION SHALL BE PROTECTED-IN-PLACE. EXISTING MONITORING WELLS TO PROTECT THE WELLS IN PLACE. ° a
<br /> BRUSH AND WEEDS TALLER THAN 12 INCHES THAT ARE
<br /> 3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE LOCATED WITHIN THE 1' OF UNDISTURBED AREA AROUND EACH
<br /> DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED OF MONITORING WELL SHALL BE REMOVED BY HAND WITH SHOVEL. q
<br /> AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE WITH VEGETATION REMOVAL SHALL INCLUDE REMOVAL OF ROOTS.
<br /> THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE °4 a
<br /> THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW OF THE CALL 48HOURS
<br /> EXISTING SHORELINE CONDITIONS AND SHALL CHOOSE THE FILL EX PIPE W/ FILL EX PIPE W/ v EX CDF PLUG, TYP BEFORE YOU DIG
<br /> 4 CONTRACTOR SHALLEXISTING ASPHALT ATH IS APPROXIMATELY 4"FIELD VERIFY THICKNESS AND°K.REMOVE THE STREAOMB DTCOBBLESENT SO ADS TOENOT DAMAGE GE OR AND PLACES
<br /> RIGGER NON—SHRINK GROUT NON—SHRINK GROUT K E V NOTES DIAL 811
<br /> FULL THICKNESS OF ACP MARKED FOR DEMO. FAILURE OF THE SHORELINE ROCKERY. DAMAGE TO THE
<br /> ROCKERY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED iO EXPOSE AND BREECH EXISTING PIPE 5. PIPE DIAMETERS VERT DATUM: NAVD 88
<br /> BY THE CONTRACTOR AT NO COST TO THE PORT, TO THE pp FROM UPSTREAM AND DOWNSTREAM MANHOLES. IF PIPE PLUG CONV TO MLLW = NAVD88+2.03
<br /> PORT'S SATISFACTION. 2 GRAVITY P 0 P E A R A N D O N-I N-PLACE D E TA I L� IS ENCOUNTERED, EXPOSE AND BREECH PIPE AN ADDITIONAL HORZ DATUM: NAD 83/91 Z
<br /> 2 PIPE DIAMETERS FURTHER FROM STRUCTURE UNTIL AN IF SHEEP IS LESS THAN 22x34
<br /> C.X.X CX.X SCALE: NTS UNOBSTRUCTED SECTION OF PIPE IS BREECHED EACH END. REDUCE SCALE ACCORDINGLY
<br /> a
<br /> PROJECT N. WATSONENGINEER: SCALE: PORT OF EVERETT °W° N° D1 6
<br /> RECORD CONDITIONS N. W AS SHOWN
<br /> ILLUSTRATED IN THESE
<br /> Port of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT
<br /> J. BECKER 06/21/2021 CIP No.
<br /> 1Tff INFORMATION OC
<br /> 0 D7/D5/2823 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY & MTCA 3RD INTERIM ACTION 1-8—goo—os
<br /> EVERETT O
<br /> 16015th Avenue,Suite 1300 07/23/2021 NW ADDENDUM 3 CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT
<br /> P.o, BOX 538 Seattle,Washington 98101 APPROVED BY: DEMOLITION DETAILS No. MT—NT-2021—02.2 tU
<br /> ® 06/21/2021 NW ISSUED FOR BID CONDITIONS WERE NOT
<br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500
<br /> W
<br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE I BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (3 OF 5) SHEET NO. 16 OF 150
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