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a�—m— HEWITT TERMINAL Ex PERSONNEL GATE ���yyy DUNLAP <br /> (PORT OF EVERETT) EVERETT SHIP REPAIR 4 (PORT OF EVERETT) 3 <br /> x (PORT OF EVERETT) 0 <br /> ® EX COMM UTILITY BOX \�\ <br /> w/BOLLARD, PIP EX 35LF SLIDING GATE " s <br /> oa <br /> `�E EX OHP TO BE RAISED IN TO EVERETT SHIP REPAIR 0 \ "I <br /> ELEV BY SNOPUD(NIC) EX SECURITY EX 30 LF SLIDING <br /> x� EX COMM POLE FENCE T ABANDON-N-PLACE GATE TO DUNLAP EX POWER&GUY <br /> BE RELOCATED <br /> y "Mv " 3 BO <br /> + EX 2"W,TYP Y SNOPUD(NIC) <br /> ao ea ao ao ao m x xd0 x ao x x x x x xx� x x x 1 <br /> —^----*---x — — — — — — — — — — — — — — — — — — — — — — — <br /> °5 0 o EX MONTORING w"""-`�` ` '�`�cx-ccx�, EX WM, <br /> EX PV WELL, PIP,TYP �' PIP <br /> EX PVMT a 0P <br /> DEMO EX WV / b ❑m <br /> a s <br /> GUT&GA1' <br /> t LITION NOTE '� ®x � <br /> 3&6 FEDERAL AVE EX PVMT \ <br /> EX SS CO,PIP EX PVMT 1 / <br /> 3 — — 3+ —�— 4 0 —�— — 5+00 s— — 0 6+00 EX PVMT11 <br /> 7+00 7+83 <br /> EX CURB&GUTTER,& i x i . i i i i i i i i i o X x/DEMO 12LF 1 O(4 TYP) <br /> CONC SIDEWALK, PIP I EX PVMT s XX 6'W FOR FH <br /> a 5 ss opss oa s ss sg� a _EX ANC ��" � ss �� ss ss RFf.ONNFCTIO s 2 s <br /> ' 3 oc <br /> a a �oc"'x oa Y yr% I^"i�iSY/2 1 x x p'• w. <br /> b $ <br /> N'> M��r""'r'�✓ �������� oa op oa o x <br /> � CUT, CAP&ABANDON-IN-PLACE � 1 (4 TYP) 1 <br /> EX GVL EX 6"W,TYP EX GVL EX PVMT <br /> E 6' DI - - - - - - EX PP, PIP— - - - - - - - - - - - - - - <br /> DEMO 14LF+ , <br /> EX 12"DI �� BOLLARD PIP A EX PP& <br /> "—'�' GUY WIRE,PIPI <br /> 1\ <br /> SEE SHT C5.2 FOR 1 <br /> W RECONFIGURATION DEMO EX FH& REPL <br /> ^+ & EXTENSION I w/NEW,SEE C5.2 FOR 1 <br /> NEW PH <br /> w I <br /> °S as A os DEMO EX PIVS& BOLLARDS <br /> I as as as as ash o EX WAREHOUSE BLDG 1 <br /> DEMO EX PH& 1 <br /> g $ DO NOT REPL 1 <br /> alx I I <br /> I rF I M EX WAREHOUSE PARKING <br /> � I I <br /> (VACANT-CURRENTLY NOT IN USE) <br /> 20' C 20' 40' <br /> LEGEND DEMOLITION NOTES (_1__� UTILITY DEMOLITION PLAN 1 F1111A ,0° 30. <br /> ffff✓✓�55f ABANDON EX WATER UTILITY 1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO D1.1 D1.3 SCALE: 1"=20' SCALE: 1"=20' <br /> ACCOMMODATE INSTALLATION OF PROPOSED UTILITIES. <br /> w DEMO EX WATER UTILITY <br /> 2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL <br /> ] PIPE CAP 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 CONTRACTOR SHALL FIELD VERIFY THE <br /> OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF PIPE MATERIAL AND SIZE BEFORE CONC THRUST BLOCK, <br /> pp// <br /> CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR ORDERING THE RESTRAINT JOINT END CAP SEE SPECIFICATION 24" <br /> KEY V�/ NOTES SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL BACKER MATERIAL MIN <br /> THE CHANGED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL a a AS NEEDED - — — — — <br /> CUT PLUG EX PIPE w/GRAVITY PLUG PER <br /> TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR <br /> Q1 — — — — — — — — — — CUT PIPE WHERE <br /> DETAILL 3, SHEET D1.3, SEE NOTE 3 & 6 DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT a INDICATED ON PLANS <br /> MAY BE ENCOUNTERED DURING CONSTRUCTION DUE TO NO RECORD OF a <br /> O2 DEMO EX 6" TEE FOR FIRE HYDRANT THEIR EXISTENCE. a' 4 <br /> RECONNECTION 4. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION —Z <br /> — <br /> SHALL BE PROTECT—IN—PLACE. — — — — — — — — — — _ _ _ _ <br /> PLUG PIPE A MINIMUM DISTANCE <br /> 5. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND RESTRAINED as OF 2' FROM DAY LIGHT ENDREMOVED CALL48HOURS <br /> DISPOSAL SITE IN ACCORDANCE H THE SPECIFICATIONS. ANY FEE THE SITE AND DISPOSED <br /> 0 APPROVED <br /> SND JOINT END CAP WITH NON—SHRINK GROUT BEFORE YOU DIG <br /> REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY�/ PIPE END CAP DETAIL DIAL 811 <br /> 6. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF WATER SERVICE p A A VERT DATUM: NAVD 88 <br /> AS NEEDED TO CONSTRUCT WATERMAIN EXTENSION AND TO DECOMMISSION U T�L II TY PIPE L V NI D CAP HTML E O R r C O R NON-PRESSURIZED (G R A V�TY) CONV TO MLLW = NAVD88+2.03 <br /> AND ABANDON EXISTING WATER SERVICES AS NOTED ON THE DRAWINGS. PRESSURIZED P�P E CONDITION 3 PIPE CONDITION HORZ DATUM: NAD 83/91 Z <br /> SCARCE: NITSll f� SCALE: NTS RECORD DRAWING IF SHEET IS REDUCE SCALE ACCORDINGLY 4 Q <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. D1 3 <br /> RECORD ILLUSTRATED <br /> IES N. WATSON 1" = 20' Q <br /> Port of ILLUSTRATED IN THESE <br /> DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> PLANS REFLECT J. BECKER 06/21/2021 CIP N0. <br /> INFORMATION Qo' O <br /> EVERETT 8 07/05/2023 NW RECORD DRAWING DRAWN BY: CHECKED BY: « M TC A 3 R D INTERIM ACTION —8-944-45 <br /> 16015th Avenue,Suite 1300 0 10/15/2021 NW REVISED PER CITY ff PROVIDED BY THE K. EDWARDS, D. YU N. WATSON PROJECT 0f' <br /> P.O. BOX 538 PRE—CONSTRUCTION MEETING CONTRACTOR.RECORD FEDERAL AVE UTILITY NO. MT—NT-2021-02.2 V <br /> Seattle,Washington 98101 ® 06/21/2021 NW ISSUED FOR BID CONDITIONS WERE NOT nPPRoveD BY: <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 W <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATES I BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. DEMOLITION PLAN SHEET NO. 13 OF 150 <br />