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' DEMOLITION NOTES LEGEND <br /> \ I 1. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON � DEMO EX ASPHALT <br /> EX GVL // THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS <br /> DEMO 485LF Ex BERM / MADE AS TO THE ACCURACY OR COMPLETENESS OF THE DEMO EX CONCRETE <br /> INFORMATION. THE CONTRACTOR SHALL POTHOLE OR <br /> \ <br /> OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START SAWCUT LINE <br /> E:N:36336 .84 \ / / OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON <br /> \ t3o1s13s5' p l THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER <br /> J AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED <br /> CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL <br /> x TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE <br /> OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES <br /> t o Ex a 11 PALE NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br /> 1� J a CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> 9�a> 2. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED <br /> DEMO EX ACP TO PRO LINE' I FOR DEMOLITION SHALL BE PROTECTED—IN—PLACE. <br /> 3. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE <br /> DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED <br /> OF AT AN APPROVED UPLAND DISPOSAL SITE IN <br /> \ \ ACCORDANCE WITH THE SPECIFICATIONS, ANY FEES REQUIRED <br /> FOR DISPOSAL ARE THE RESPONSIBILITY OF THE <br /> 7x CONTRACTOR. <br /> l J 4. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF <br /> WATER SERVICE AS NEEDED TO CONSTRUCT WATERMAIN <br /> I EXTENSION AND TO DECOMMISSION AND ABANDON EXISTING <br /> DEMO EX ELECTRICAL EQUIPMENT WATER SERVICES AS NOTED ON THE DRAWINGS. <br /> 5. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE <br /> ITEMS MARKED FOR SALVAGE. CONTRACTOR SHALL RETURN <br /> 1\ I EX GU RD A o \ SALVAGED ITEMS TO THE PORT AT COVERED LOADING DOCKS <br /> 1 / r 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE, <br /> 6. EXISTING ACP IN NORTON AVE IS APPROXIMATELY 6" THICK, <br /> 1 I \ CONTRACTOR SHALL FIELD VERIFY THICKNESS AND REMOVE <br /> \ I THE FULL THICKNESS OF ACP MARKED FOR DEMO. <br /> I 7. DEMOLITION OF EXISTING CHAINLINK FENCE SHALL INCLUDE <br /> Y $ DEMO 55LF Ex j DEMOLITION OF EXISTING POSTS, CONCRETE FOUNDATIONS, <br /> GLF,SEE NOTE 7 BARBED WIRE, AND FASTENERS. <br /> x x x <br /> 36334 .24 ' <br /> E: 30210 .98 DEMO 200LF EX DEMO EX TREE <br /> \ CLF,SEE NOTE 7 <br /> z X� <br /> N:363409.74 <br /> E:1302137.24 o N:36342 . <br /> DEMO EX SIGN, POST o E:1302 r.29 <br /> N:363339.70 &GONG FOOTING II <br /> E:1302148.16 <br /> DEMO 23LF EX CONC CURB <br /> \EX MONITORING WELL <br /> EX MONITORING WELL 1 SAWCUT EX ACP 40' DISCOVERED AND <br /> DISCOVERED AND OFFSET PROP LINE DECOMMISSIONED DURING <br /> DECOMMISSIONED DURING I &DEMO EX ACP TO THE CONSTRUCTION <br /> THE CONSTRUCTION PROP LINE \\r- \ x <br /> _ \ N:363408.12 7 / I�� <br /> �p-ROPER W \ E:1302185.31 0 9 . Y _ <br /> G= N:363413.92 °P / x� <br /> 02204.49 — OP `� CALL 48 HOURS <br /> BEFORE YOU DIG <br /> ..i....�.....+r�;�.� o w� DIAL811 <br /> �. <br /> L EX DE, PIP DEMO 5'WIDE STRIP EX .^�G <br /> GRADE, PIP N:363418.83 mac_ <br /> \^ _ E^1302205.46 ACP FOR WATERMAIN, VERT DATUM: NAVE) 88 <br /> _ SEE SHT C5.6 � <br /> 1 DEMOLITION DETAIL CONY MLLW = NAVD88+2.03 Z D <br /> HORZ DATUM: NAD 83/91 <br /> D1.1 D1.8 SCALE: 1"=20' RECORD DRAWING IF EDUCE�SCALE IS EACCORDINGLY 4 a <br /> P ENGINEER: SALE: <br /> RECORD CONDITIONS N. AS SHOWN DWG. N0. <br /> N. WATSONW PORT OF EVERETT D1 ■8 Q <br /> ILLUSTRATED IN THESE <br /> Port Of PLANS REFLECT DESIGNED BY: DATE:J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT <br /> CIP No. <br /> EVERETT1Tff INFORMATION p 1—8-900—OS 0 <br /> ® 07/05/2023 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY: Q(. MTCA 3RD INTERIM ACTION O <br /> 16015th Avenue,Suite 1300 tQ 06/28/2022 NW SUBSTATION SITE DEVELOPMENT CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O, BOX 538 Seattle,Washington 98101 DEMOLITION DETAILS N° MT—NT-2o21-02.2 U <br /> ® 04/OS/2022 NW MARITIME TENANT SITE DEVELOPMEN CONDITIONS WERE NOT APPROVED BY: <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 G C C ® W <br /> (425) 259-3I64 PROJECT NO.1600120 No. DATE BY REVISION No. DATE BY REVSIGV VERIFIED BY ENGINEER. (JA Of JA) SHEET NO. 17A OF ^5 w <br />