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3EEONOTE EX A4
<br /> (DECOMMISSIONED)
<br /> PH PATH, PORT GARDNER BAY
<br /> EAST WATERWAY
<br /> \�\ 2j,. "'"• �.,��•�\ CLEAR&GRUB AREA WEST OF EX JERSEY
<br /> BARRIER TO EX SHORELINE ROCKERY.
<br /> G ;\'• \\ REMOVE AND DISPOSE OF TOP 6"OF SOIL
<br /> AND REPL W/4"STREAMBED COBBLES
<br /> �\ „l.�•. :• \\\\ EX CONC BASE/
<br /> �7) �,• ., �� TRANSMISSION POLE, PIP
<br /> EX CONC STEPS, �•' �'' "�• _\ DEMO EX POWER EQUIPMENT
<br /> EMO EX
<br /> PIP,TYP(6) \\\ ".., . ;�'• •'•"'� \\ 3EE PHOTORI2
<br /> 1 _ —
<br /> DEMO EX CB,
<br /> SEE NOTE 1 &5 CUT,CAP&ABAN ' "'. ,. .'•• .. .. ,. :"- '•__
<br /> EX 10°SD PIPE, EX JERSEY •, .^ c'.• oP �%;\. •-L'•'•
<br /> EX 6' HIGH CSBC RIM=14.88 "`o�"P� o' '�: ,.•a,• �.
<br /> SEE DETAIL X ON SHT XX BARRIER, PIP 'p'• •�'•, �•t �\
<br /> PRE-LOAD AREA IE=13.1 (10"E) 6' -; •• •••��••.:. • V`\.,;'�. \11
<br /> -� EX MONITORING 17 �•... •, ?.• 1
<br /> IE=13.1 (10"N) �LL�IP,TYP
<br /> \ EX ASPH ROAD
<br /> DEMO EX MH, s DEMO EX
<br /> so EX EDP
<br /> j GVL PATH
<br /> SEE NOTE 1 &/5 » `
<br /> v.
<br /> RIM-15.38 x x x 16 12 i :•.•+ �• .•. -
<br /> �. IE 11.5(10" EX MONITORING
<br /> --� ` ( ( '��,t•.. w•;\� '._'v:• WELL PIP,TYP.
<br /> \ FILL EX 10"SD w/CDF `-J SEE NOTE 8
<br /> \ &ABANDON-IN-PLACE r x\ \ EX BERM
<br /> \ \ ?" �••.` END OF CLEAR
<br /> I )) EX PUD SUBSTATION /� SUBSTATION �'
<br /> I \ "J ••FENCE,PIP .:• &GRUB AREA
<br /> o r / � ,;r r � \ 'b7
<br /> DEMO EX MH, " /-/ l \?4- �'•%�' \~
<br /> SEE NOTE 1 &5 (/ .:^;.' +. .�,. \\\\\ EX ROCK
<br /> BULKHEAD
<br /> \ RIM=15.81 x / ^ / \ �� I \ \ ..:, L 6 l 1 BU D
<br /> x-C_�x x / / R(TPER �- ` .
<br /> LINE
<br /> DEVOLMON NOTES DEMOLMON DETAIL LEGEND
<br /> =
<br /> 1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON D 1.1 D 1.6 SCALE: 1" 30' DEMO EX ASPHALT
<br /> THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS MADE 5. CONTRACTOR SHALL DEMO EXISTING CB AND MH STTRUCTURES
<br /> '" E`AS TO THE ACCURACY OR COMPLETENESS OF THE TO ELEVATION 14' OR LOWER. FILL REMAINING STRUCTURES •;rr,',!,�� DEMO EX GRAVEL
<br /> INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE AND PIPE WITH CDF. PLACE GEOGRID OVER EXISTING SD CLEAR & GRUB AREA
<br /> CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF STRUCTURES BEFORE BACKFILL PLACEMENT AND COMPACTION. UPSTREAM MH EX GRADE DOWNSTREAM MH
<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�\�j�\�j�\�j�\�j�\�j�\�j�\� /���j���j���j���j XX LOCATION & DIRECTION OF PHOTO. SEE
<br /> PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DAMAGE. DAMAGE TO PUD INFRASTRUCTURE BY THE SHEETS D3.1 TO D3.3
<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. a EXISTING MONITORING WELL,
<br /> DUE TO NO RECORD OF THEIR EXISTENCE. °Q 5X PIPE DIA MIN 5X PIPE DIA MIN ° PROTECT-IN-PLACE, SEE NOTE 6
<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. ° ° a 4
<br /> THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE ad a CALL48HOURS
<br /> THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW OF THE BEF0REY0UDIG
<br /> EXISTING SHORELINE CONDITIONS AND SHALL CHOOSE THE NON-EX PIPE SHRINK SHRINK G OUT FILL EX PIPE GROUT EX CDF PLUG, TYP DIAL811
<br /> 4. EXISTING ASPHALT PATH IS APPROXIMATELY 4" THICK. APPROPRIATE EQUIPMENT TO CLEAR, GRUB AND PLACES KEY NOTES
<br /> m CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE THE STREAMBED COBBLES SO AS TO NOT DAMAGE OR TRIGGER10
<br /> FULL THICKNESS OF ACE MARKED FOR DEMO. FAILURE OF THE SHORELINE ROCKERY. DAMAGE TO THE
<br /> 88
<br /> ROCKERY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED 1 EXPOSE AND BREECH EXISTING PIPE 5. PIPE DIAMETERS CONVER DATUM: = A
<br /> BY THE CONTRACTOR AT NO COST TO THE PORT, TO THE O FROM UPSTREAM AND DOWNSTREAM MANHOLES. IF PIPE PLUG CONY D MLLW = NAVD88+203
<br /> m PORT'S SATISFACTION. IS ENCOUNTERED, EXPOSE AND BREECH PIPE AN ADDITIONAL HORZ DATUM: NAD 83/91
<br /> 2 GRAVITY PIPE ABANDON-IN-PLACE DETAIL
<br /> 2 PIPE DIAMETERS FURTHER FROM STRUCTURE UNTIL AN W
<br /> m C. CX.X SCALE: NTS UNOBSTRUCTED SECTION OF PIPE IS BREECHED EACH END. IF SHEET IS LESS THAN 22x34
<br /> CL REDUCE SCALE ACCORDINGLY >
<br /> RN. WATSONENGINEER: SCALE: PORT OF EVERETT DWG. N0. cc W
<br /> 4A�p4'dsa�9A N. W AS SHOWN D1 ■V
<br /> �1 16 Np J DESIGNED BY: DATE: >
<br /> 0 p�
<br /> Port of "gs' >� J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H
<br /> EVERETT DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 V
<br /> 16016th Avenue,Suite 1300 aroia e
<br /> K. EDWARDS, D. YU N. WATSON PROJECT
<br /> N P.G. BOX 538 Seattle,Washington 98101 �� e�l � DEMOLITION DETAILS
<br /> � ti ARRRoveD BY: N0. MT-NT-2021-022
<br /> N EVERETT, WA 98206 ® 06/21/2021 NW NEW SHEET 1p C O
<br /> (425) 259-3164 (206)382-061 Fax(206)382-0500 (3 0 r 4) SHEET NO. 1 6 OF 1 49 LL
<br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION
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