Laserfiche WebLink
® HEWITT TERMINAL EX PERSONNEL GATE DUNLAP <br /> (PORT OF EVERETT) EVERETT SHIP REPAIR L (PORT OF EVERETT) <br /> x (PORT OF EVERETT) <br /> ® EX COMM UTILITY BOX <br /> w/BOLLARD, PIP EX 35LF SLIDING GATE x AT"S AVENUE STATION LINE <br /> x TO EVERETT SHIP REPAIR v op\ STAP 'E" <br /> LINE <br /> O FEDERAL AVENUE STATION LINE EX SECURITY END EX ACP DEMO EX 30 LF SLIDING op IN 361428.58 <br /> AT POINT OF CURVATURE EX COMM POLE FENCE GATE TO DUNLAP <br /> STA: 2+45.44 AT PROPERTY LINE + E:01301564.01 DEMO EX <br /> - - N: 360894.44 xM O — - - - - - - — - - — �� - - - - — <br /> E: 360894.44 o P TREE STUMP <br /> d0 do d0 d0 <br /> —3E_-- — — — —BE/ p p o GIN EX ACP DEMO EX MONITORING � I SAWCUT EX ACP 18"OFFSET CORNER OF ACP <br /> SAWCUT� EX WM, <br /> EX PVMT STA 3+16.20, LT=22'i END EX ACP DEMO 3 q, <br /> 2 STA 3+76.41,LT=12.6't ��WELL, PIP,TYP I�EX PVMT FROM DUNLAP PROPERIY LINE a STA 6+94.62,LT=129't PIP <br /> T \ 4 \0 — BEGIN 1 ACP DEMO — \ BEGIN 9 ACP DEMO b <br /> EX UTILITY JT STA 4+X AC LT=11.4'f 2 / STA 5+93.00, LT=24.2't 2 <br /> RESET U MON AFTER W HANDHOLE,PIP ® FEDERALAVE EX PVMT — <br /> CONSTRUCTION IN o EX SS CO,PIP EX PVMT — SAWCUT,STA 6+94.62 <br /> SAWCUT LINE,TYP EX PVMT SALVAGE EX GATES, <br /> CONFORMANCE WITH COE STD'S 3+00 4+4+00 5+00 6+00 a° <br /> op <br /> 3 +8 <br /> "�� 7+OD SEE NOTE 7 3 <br /> O EX <br /> x op / GONG SIDEWALK, PIP& EX PVMT 3 V— — —— 1 p S ° 1 \ SOLILARS,TYP <br /> p0 DEMO 5'WIDE STRIP EX ACP T <br /> FOR WATERMAIN EXTENSION, <br /> 1 S op Al ov SEE SIFT C5.2 EX GVL � � EX MH,PIP a <br /> \\ DEMO EX ACP TO EX EOP TO ® ® ® © g EX WM'PIP 4 <br /> v ov ov ov ov ov ov—PROVIDE CLEAN EDGE FOR NEW ov ov x x x <br /> Yy HMA BONDING, WIDTH VARIES °P <br /> 1 v / EX GVL EX PP PIP EX GVL EX PVMT X op <br /> e o <br /> - - - - - - EX FH &Am Am Am Am <br /> 0 M BOLLARD, PIP A EX PP& I <br /> GUY WIRE, PIP I <br /> Y I <br /> SAWCUT, DEMO DEMO <br /> & REFIT EX ASPH EX CONC <br /> A p J I DEMO EX ACP TO EXTERIOR FACE OF I <br /> AmI <br /> WAREHOUSE BLDG FOR NEW SIDEWALK I <br /> I ® El 13 o' <br /> DEMO EX GONG LANDING EX WAREHOUSE BLDG 1 <br /> Ix <br /> M &RELOC CONC BLOCK TO 1 <br /> BLOCK STORAGE AREA <br /> I I I <br /> l�cRM7Nglq� EX WAREHOUSE PARKING I -- <br /> IF (VACANT—CURRENTLY NOT IN USE) <br /> I <br /> LEGEND DEMOLITION NOTES D1(T) SURFACE FEATURES & PAVEMENT DEMO <br /> D1.1 .2 SCALE: 1"=20' <br /> DEMO EX ASPHALT 1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO ACCOMMODATE <br /> INSTALLATION OF PROPOSED UTILITIES. <br /> DEMO EX CONCRETE <br /> 2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL AVENUE IS <br /> SAWCUT LINE ANTICIPATED TO BE 8" TO 9" THICK. <br /> 3. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE ITEMS MARKED FOR <br /> SALVAGE. CONTRACTOR SHALL RETURN SALVAGED ITEMS TO THE PORT AT COVERED TREAT ALL SAWCUT EDGES WITH HOT <br /> LOADING DOCKS 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. SEAL JOINT. COVER JOINT SEAL WITH <br /> KEY <br /> SAND TO PREVENT TRACKING, TYP _ <br /> KE V NOTES 4 LOCATEGEXTIUTIILITEOSCATSONECESSARY.PPROXIMATE. CONTRACTOR SHALL POTHOLE AND FIELD � Z <br /> FULL—DEPTH SAWCUT <br /> 20' 0 20' 40' <br /> O SAWCUT & DEMO EX ACP AS NEEDED FOR WATERMAIN 5. UTILITIES STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION SHALL BE EX 8" TO 9" ACP <br /> EXTENSION AND RECONNECTION OF EXISTING SERVICES. PROTECT—IN—PLACE. 9" HMA CLASS 1/2" PG 5811-22 <br /> SEE NOTE 4 & 9. SEE SIFT D1.3 PLACED IN 3 LIFTS AT 3" EACH 10' 30' <br /> 6. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND REMOVED FROM SCALE: 1"=20' <br /> Q2 SAWCUT & DEMO OUTERMOST 1' WIDE STRIP OF EX ACP THE SITE AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE <br /> TO PROVIDE CLEAN EDGE FOR NEW PAVEMENT EXTENSION. WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY \ \ \ \ a 12" CSBC COMPACTED TO MINIMUM 95% OF <br /> SEE NOTE 9 OF THE CONTRACTOR. \\ \\ \\ <br /> MAXIMUM CAPACITY. REUSE OF ON—SITE <br /> \\\\\\\\\\ o a CSBC IS ALLOWED IF IT CONFORMS WITH <br /> 3 SAWCUT & DEMO EX ACP TO FACE OF EX CB GRATE. \�\�\ THE <br /> PROTECT—IN—PLACE EX CB & GRATE, SEE NOTE 9 7 SHALL FIEL. PERFORM D VMEASURE AAND ESTABLISHI OEXIISRNG PAVEMENT GRADESAND SLOPESA���A����� V%�jVAAVA/VA/VAj��/��\�� APPROVEDIFFORIREUSERBYSTTHEAENGINEER. CALL 48HOURS <br /> TO DEMOLITION. PAVEMENT SHALL BE REPLACED FLUSH WITH SAWCUT EDGE OF EXISTING BEFORE YOU DIG <br /> ® EXISTING SEWER MANHOLE, PROTECT—IN—PLACE PAVEMENT AND SHALL BE CONSTRUCTED TO MATCH ALL EXISTING GRADES AND SLOPES. COMPACTED SUBGRADE DIAL811 <br /> 8. SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT FOR WATER REROUTE. SEE DETAIL 1, VERT DATUM: NAVD 88 <br /> SHEET DI.2 FOR TYPICAL PAVEMENT RESTORATION DETAIL. CONV TO MLLW = NAVD88+2.03 <br /> 9. CONTRACTOR SHALL NOTIFY ENGINEER WHERE PVMT DAMAGE EXTENDS PVMT DEMO LIMITS. TY P�C A L PAVEMENT R E S T O R AT�O N DETAIL HORZ DATUM: NAD 83/91 Z <br /> CONTRACTOR SHALL ADJUST SAWCUT AND PVMT DEMO LIMITS PER GUIDANCE OF ENGINEER. D1.2 D1.2 SCALE: NTS RECORD DRAWING IF SHEET IS LESS THAN 2204 <br /> REDUCE SCALE ACCORDINGLY <br /> P N. WATSONENGINEER: SCALE: PORT OF EVERETT DWG. N° D1 2 <br /> RECORD CONDITIONS N. W 1" = 20' <br /> ILLUSTRATED IN THESE <br /> Port of PLANS REFLECT DESIGNED BY: DATE: N O R T O N TERMINAL DEVELOPMENT 0 <br /> J. BECKER 05/07/2021 CIP NO. <br /> EVERETT1Tff INFORMATION -8-900-05 0 <br /> B 07/OS/2023 NW RECORD DRAWING &PROVIDED BY THE DRAWN BY: CHECKED BY: M TC A 3 R D INTERIM ACT I 0 N <br /> 1601 Sth Avenue,Suite 1300 1 BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 O6212021 NW ISSUED FOR/ / CONTRACTOR.RECORD EXISTING CONDITIONS 8C <br /> Seattle,Washington 98101 N0. MT—NT-2021—02.2 LU <br /> ® OS/07/2021 NW FOR CITY REVIEW APPROVED BY: <br /> EVERETT, WA s8zos CONDITIONS WERE NOT C <br /> (425) 259-316a (206)CTNO.1 Fax(206)382-0500 VERIFIED BY ENGINEER. DEMOLITION SITE PLAN (2 0r 2) SHEET NO. 12 OF 150 <br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />