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O <br />D� 16 <br />®- Sa <br />O <br />i <br />HEWITT TERMINAL <br />(PORT OF EVERETT) <br />x EX COMM UTILITY BOX <br />w/BOLLARD, PIP <br />EX OHP TO BE RAISED IN <br />L BY SNOPUD (NIC) <br />xM <br />d0d0 dO — <br />CIS <br />EX PV o <br />DEMO EX WV 1� $ <br />CIS CIS a <br />CUT &CAL 6"W. <br />LITION NOTE <br />3 & 6 FEDERAL AVE <br />3+00 <br />EX CURB & GUTTER, & <br />0 CONC SIDEWALK, PIP <br />s ° S °Pss S ss sus <br />OP <br />OP <br />OP <br />P <br />/ t EX GVL <br />E 6"DIW — — — <br />/ DEMO 14LFt <br />EX12"DIW A A <br />9 � I <br />SEE SHT C5.2 FOR <br />W RECONFIGURATION <br />ns & EXTENSION <br />;!4) , l <br />LEGEND <br />h 7��, ABANDON EX WATER UTILITY <br />w DEMO EX WATER UTILITY <br />] PIPE CAP <br />3 <br />KEY NOTES <br />0 CUT & PLUG EX PIPE w/GRAVITY PLUG PER <br />DETAIL 3, SHEET D1.3, SEE NOTE 3 & 6 <br />0 DEMO EX 6" TEE FOR FIRE HYDRANT <br />RECONNECTION <br />►A <br />EVERETT SHIP REPAIR <br />(PORT OF EVERETT) <br />EX SECURITY <br />EX COMM POLE FENCE <br />d0 if d0 yd0 6 <br />0 X d0_ <br />\ EX PVMI <br />4+00 <br />1 EX PVMT <br />se EX PVC <br />EX PERSONNEL GATE <br />EX 35LF SLIDING GATE <br />TO EVERETT SHIP REPAIR <br />10 <br />X X X X X- <br />3 EX PVMT <br />3 \ 3 <br />c; <br />EX SS CO, PIP 3 EX PVMT 3 <br />5+00 <br />1 1 1 1 1 1 1 1 1 <br />S 3 Sc <br />/1 /as <br />OP 0 <br />OP 0p OP — <br />/ CUT. CAP &ABANDON —IN —PLACE <br />PIP J A <br />Am <br />MA o <br />as <br />� as <br />as <br />---� as as as <br />DEMOLMON NOTES <br />1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO <br />ACCOMMODATE INSTALLATION OF PROPOSED UTILITIES. <br />2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL <br />AVENUE IS ANTICIPATED TO BE 8" TO 9" THICK. <br />3. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS <br />ARE APPROXIMATE. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR <br />COMPLETENESS OF THE INFORMATION. THE CONTRACTOR SHALL POTHOLE OR <br />OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR <br />SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL <br />THE CHANGED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL <br />TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR <br />DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT <br />MAY BE ENCOUNTERED DURING CONSTRUCTION DUE TO NO RECORD OF <br />THEIR EXISTENCE. <br />4. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION <br />SHALL BE PROTECT —IN —PLACE. <br />5. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND <br />REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED UPLAND <br />DISPOSAL SITE IN ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES <br />REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />6. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF WATER SERVICE <br />AS NEEDED TO CONSTRUCT WATERMAIN EXTENSION AND TO DECOMMISSION <br />AND ABANDON EXISTING WATER SERVICES AS NOTED ON THE DRAWINGS. <br />i <br />V, TYP — — — — EX GVL <br />EXFH& <br />A /M\ BOLLARD, PIP <br />A <br />— CIS as 03 as as ------ <br />EX WAREHOUSE PARKING <br />(VACANT —CURRENTLY NOT IN USE) <br />^ I I <br />\ DUNLAP <br />x (PORT OF EVERETT) <br />x � D �\Op <br />�I EX 30 LF SLIDING \°p <br />CUT, CAP & GATE TO DUNLAP <br />— ABANDON —IN —PLACE <br />EX 2" W, TYP a< <br />X X X X X X <br />t <br />1 EX PVMT <br />90 6+00 <br />3 <br />) Op <br />a° 1 <br />��SS� SS SS SS <br />CIS � <br />1 X x <br />0 OP <br />EX PVMT x — — — <br />I <br />A EX PP& <br />GUY WIRE, PI <br />z <br />J I <br />�I <br />a� <br />O N <br />d x o <br />I <br />N <br />N <br />20' 0 20' 40' <br />1 UTILITY DEMOLITION PLAN I = m <br />10. 30. <br />D 1.1 D 1.3 SCALE: 1 "=20' SCALE: 1 "=20' <br />7+00 <br />3 <br />�I� I <br />EX POWER & GUY <br />OP 3 TO BE RELOCATED <br />1 BY SNOPUD (NIC) <br />EX WM, <br />PIP °p <br />y n b ❑ <br />O <br />DEMO 1O(4 TYP) <br />X 6" W FOR FH <br />ss ssRF000NF('.TIO s <br />A <br />'T zz �i i�Li�TT <br />1 (4 TYP) <br />DEMO EX FH & REPL <br />w/NEW, SEE C5.2 FOR <br />NEW FH <br />DEMO EX PIV'S & BOLLARDS <br />DEMO EX FH & EX WAREHOUSE BLDG <br />DO NOT REPL <br />CONTRACTOR SHALL FIELD VERIFY THE <br />PIPE MATERIAL AND SIZE BEFORE CONC THRUST BLOCK, <br />ORDERING THE RESTRAINT JOINT END CAP SEE SPECIFICATION 24" <br />BACKER MATERIAL MIN <br />a. a AS NEEDED <br />a. <br />CUT PIPE WHERE <br />a INDICATED ON PLANS <br />a <br />a: a <br />a <br />a . <br />a a. <br />a a <br />a PLUG PIPE A MINIMUM DISTANCE <br />RESTRAINED a a OF 2' FROM DAY LIGHT END <br />JOINT END CAP WITH NON —SHRINK GROUT <br />UTILITY POPE END CAP DETAIL <br />Z <br />CALL48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />I <br />1\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />UTOLOTY <br />PIPE <br />END <br />CAP <br />HTML FOR <br />FOR <br />NON <br />-PRESSURIZED (GRWTY)VERT <br />CONVDTOTMLLWA= <br />88 <br />NAVD88+2.03 <br />2 PRESSUR=D <br />POPE <br />CONDMON <br />3 PIPE <br />CONDITION <br />HORZ DATUM: NAD <br />83/91 <br />—I— <br />SCALE: NTS <br />— <br />— SCALE: <br />NTS <br />RECORD <br />DRAWING <br />IF SHEET IS LESS <br />THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PROJECT W ENGINEER SCALE PORT O F EVERETT <br />RECORD CONDITIONS ,� DWG. N0. D� ■� <br />N. WATSON 1 = 20 <br />Port of ILANSREFLECTATED IN THESE NORTON TERMINAL DEVELOPMENT <br />PLANS REFLECT DESIGNED BY: DATE: <br />INFORMATION J. BECKER 06/21 /2021 CIP No. <br />EVERETT 07/05/2023 NW RECORD DRAWING 1—8-900-05 <br />PROVIDED BVTHE DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br />1601 Sth Avenue, Suite 1300 � 10/15/2021 NW REVISED PER CITY K. EDWARDS, D. YU N. WATSON PROJECT <br />P,0 BOX 538 1601 thAve Avenue, <br />9813 PRE —CONSTRUCTION MEETING CONTRACTOR. RECORD APPROVED BY: FEDERAL AVE UTILITY <br />No. MT—NT-2021 —02.2 <br />EVERETT, WA 98206 SeattDO 06/21/2021 NW ISSUED FOR HID CONDITIONS WERE NOT <br />(425) 259-3I64 (206) 382-0600 Fax (206) 382-0500 VERIFIED BYENGINEER. DEMOLITION PLAN <br />PROJECT NO. 1600120 NO, DATE BY REVISION NO, DATE BY REVISION SHEET N0. 13 OF 150 <br />