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I <br />In <br />m <br />i <br />I <br />i <br />ry <br />6 <br />E <br />0 <br />z <br />d <br />q <br />LO <br />0 <br />O <br />0 <br />0 <br />0 <br />ca <br />0 <br />N <br />a <br />V <br />a <br />a <br />-a <br />I <br />Q) <br />a <br />s <br />cn <br />/ <br />a <br />a <br />a <br />I <br />0 <br />N <br />0 <br />a <br />Q <br />/ <br />a <br />0 <br />c� <br />/ <br />Q <br />a <br />> <br />a <br />a <br />it <br />I <br />O <br />0 <br />O <br />00 <br />0 <br />N <br />/ <br />C) <br />a <br />0 <br />El- <br />V) <br />0 <br />v <br />0 <br />:1 <br />0 <br />n <br />X <br />a <br />U <br />N <br />O <br />I <br />0 <br />N <br />Q <br />0 <br />N <br />_ MAINTAIN POSITIVE <br />SLOPE FOR DRAINAGE ELEV: 38.00 MAINTAIN POSITIVE <br />ELEV: 35.44 N: 354896.4767 SLOPE FOR DRAINAGE <br />-- - <br />E: 1307043.4126--ELEV: 38.00 <br />7< <br />N: 354746.5212 �� _________ELEV: 38.11 <br />1 `� N: 354946.4618 i " <br />E: 1307039.7556 _ - N: 355096.4172 <br />m E: 1307044.6316 <br />N <br />ELEV: 37.00 <br />N: 354745.3023 <br />E: 1307089 . 7408 <br />ELEV: 38.10 <br />N: 355354.4563 <br />E: 1307520.0614,E <br />a <br />ELEV: 38.02 <br />N: 355348.9521--' <br />E: 1307560.0767 <br />ELEV: 37.53 w <br />N: 355346.0424-`�' <br />E: 1307585.2330 <br />ELEV: 37.26 <br />N: 355354.0961 <br />E: 1307607.6364 <br />+rWW <br />E: 1307048.2885 <br />EXCESS COVER MAY BE <br />STOCKPILED IN AREA <br />ADJACENT TO REFUSE <br />RELOCATION. COORDINATE <br />LOCATION AND STOCKPILING <br />X OF MATERIAL WITH THE <br />ELEV: 38.49 GEOTECHNICAL ENGINEER. <br />N: 355095.1982 <br />E: 1307098.2737 <br />ELEV: 38.38 <br />N: 355393.5270 <br />E: 1307530.2379 <br />ELEV: 38.03 <br />N: 355388.7691�� <br />-.E: 1307570.1834 _ <br />�- PROPOSED RIVERFRONT BOULEVARD <br />-.ELEV: 38.00 <br />�N: 355385.4841 <br />E: 1307594.4662 ---- <br />ELEV: 37.61 <br />N: 355373.6683 <br />E: 1307612.4149 ELEV: 36.60 <br />ELEV: 31.89 R,` <br />N: 355319.6755 <br />1307814,8434 <br />ELEV: 31.94 <br />a ��F N: 355338.3414 "..�• ���` <br />ey Y <br />�a <br />1307822.0254 <br />RIVERFRONT BOULEVARDv <br />TEMPORARY STORM q <br />DRAINAGE ACCESS ROAD 4 `� <br />� a°.," �_ :\ `�4 �, �,..:� � ��-�."'� .1"`�..`�"^��'*..� '°"w,"�... ""� `� � �.. � ``fin•. - <br />APPROXIMATE REFUSE �� CAPACITY: 9,500 CY <br />PROVIDE M <br />v w.� <br />" SETBACK F <br />^..�""`-...ems.>' . "^a�'S ''', s'"'� �3� d �"' `'`'.,,-,_ ^"„„„"�,..�:"-,..�l;a, � ,. . _ _ �'""""�`°�.`'`�'@`�. "Y-...",,.�`'�®w"��`-,-..'^`� •-��"",,�`;`„"'•"•��: <br />REFUSE <br />RELOCATION <br />Revision <br />PERTEE <br />Wi <br />ELEV: 37.31 <br />N: 355646<9575 <br />E: 1307713.61 10 <br />GENERAL NOTES-. <br />1. APPROXIMATE AMOUNT OF REFUSE TO DE <br />RELOCATED FOR PHASES OF WORK: <br />RIVERFRONT BOULEVARD: 1670 CY <br />ADVANCED SITE WORK: 0 CY <br />2. EXCESS COVER STOCKPILES SHALL BE <br />PROVIDED WITH TEMPORARY EROSION <br />CONTROL MEASURES AS NECESSARY. <br />ELEV: 31.79 <br />N: 355640.5995. <br />E: 1307917.0278 <br />Know whaft below. <br />Celli before you d <br />A <br />NTS <br />CONSTRUCTION T <br />LEGEND <br />O INSTALL CHAIN LINK FENCE., <br />° :� <br />REFUSE RELOCATION <br />AREA <br />s <br />INSTALL CHAIN LINK GATE. <br />TEMPORARY <br />HAUL/ACCESS ROADS <br />AND STAGING <br />_ <br />AREAS. 12" <br />CRUSHED ROCK OVER <br />LAYER OF <br />MIRAFI® 50OX GEOTEXTILE FABRIC <br />OR APPROVED <br />EQUIVALENT. <br />SEE SHEET ST1 FOR <br />SECTION AND <br />ADDITIONAL <br />NOTES. <br />REFUSE RELOCATION NOTES: <br />1. EXCAVATION OF EXISTING LANDFILL REFUSE IS ANTICIPATED DURING CONSTRUCTION <br />OF THE UTILITY TRENCHES. <br />2. EXCAVATED LANDFILL REFUSE SHALL BE DISPOSED OF IN AREAS AS DESIGNATED <br />ON THIS PLAN SHEET OR WHERE DIRECTED BY THE ENGINEER. <br />3. WHEN CONCURRENCE IS RECEIVED FROM THE ENGINEER, EXCAVATE TO EXPOSE <br />THE SURFACE OF THE REFUSE. <br />4. WHEN REFUSE IS ENCOUNTERED DURING EXCAVATION ON THE LANDFILL, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER. THE ENGINEER WILL DETERMINE THE <br />FOLLOWING: <br />4.1. ELEVATION AT THE TOP OF THE LANDFILL REFUSE TO THE NEAREST 0.1 FOOT. <br />4.2. HORIZONTAL LIMITS OF THE EXCAVATION. <br />5. OVERLYING COVER SOILS MAY BE STOCKPILED FOR RE -USE AS LANDFILL COVER <br />SOIL. <br />6. THE CONTRACTOR SHALL NOT EXCAVATE ANY REFUSE WITHOUT PRIOR APPROVED <br />BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT EXPOSURE AND EXCAVATION OF <br />REFUSE TO THAT WHICH CAN BE COMPLETED AND BACKFILLED WITHIN THE <br />WORKING DAY. THE CONTRACTOR SHALL BACKFILL OR COVER ANY EXPOSED <br />REFUSE, INCLUDING ANY EXPOSED REFUSE IN EXCAVATIONS, AT THE END OF EACH <br />WORKING DAY WITH 12-INCHES OF SOIL OR 6 MIL PLASTIC SHEETING SO AS TO <br />MINIMIZE HEALTH, ODOR AND SAFETY RISKS. UNDER NO CIRCUMSTANCES SHALL A <br />REFUSE DISPOSAL AREA BE LEFT OPEN AND NOT COVERED OR BACKFILLED AT <br />THE END OF EACH DAY. <br />7. THE CONTRACTOR SHALL PREPARE THE DISPOSAL AREA BY REMOVING THE EXISTING <br />SOIL COVER TO EXPOSE THE SURFACE OF THE UNDERLYING REFUSE, THE <br />CONTRACTOR MAY STOCKPILE OVERLYING COVER SOILS FOR REUSE AS LANDFILL <br />SOIL COVER. THE CONTRACTOR SHALL LIMIT THE AREA OF EXPOSED REFUSE TO <br />THAT WHICH WILL BE COMPLETED AND COVERED WITHIN THE WORKING DAY. <br />8. THE CONTRACTOR SHALL ENSURE THAT HAULING EQUIPMENT DOES NOT ALLOW <br />REFUSE OR LEACHATE TO ESCAPING DURING LOADING OR TRANSPORT. <br />9. EXCAVATED REFUSE SHALL BE PLACED IN THE PREPARED DISPOSAL AREA IN <br />MAXIMUM 1-FOOT LIFTS AND COMPACTED WITH A MINIMUM OF 3 PASSES WITH A <br />DOZER. ALL EXPOSED REFUSE SHALL BE COVERED DAILY WITH PLASTIC SHEETING <br />OR A MINIMUM OF 12 INCHES OF SOIL PLACED BY THE END OF THE WORKING <br />DAY. IF PLASTIC SHEETING IS USED, IT SHALL BE SECURED BY SANDBAGS OR <br />OTHER MEANS TO KEEP IT IN PLACE. <br />10. A FINAL SOIL CAP OF 3 FEET MINIMUM THICKNESS SHALL BE PLACED OVER THE <br />REFUSE IN THE DISPOSAL AREA. THE MATERIAL FOR THE SOIL CAP SHALL BE LPSB <br />AND NOT CONTAIN LANDFILL REFUSE. THE FINAL SOIL CAP SHALL BE GRADED TO <br />MAINTAIN THE EXISTING SITE DRAINAGE PATTERN AND TO PREVENT PONDING. <br />11. THE FINAL SOIL CAP SHALL BE PLACED IN 1 FOOT THICK LISTS AND COMPACTED <br />TO 95 PERCENT OF MODIFIED PROCTOR. <br />12. THE CONTRACTOR SHALL PROTECT THE HEALTH AND SAFETY OF ALL WORKERS AND <br />OTHER PERSONS BY VIGOROUSLY ENFORCING PREVENTIVE MEASURES AGAINST <br />EXPOSURE TO REFUSE HAZARDS. THE CONTRACTOR SHALL COMPLY WITH HEALTH <br />AND SAFETY RULES, REGULATIONS, ORDINANCES PROMULGATED BY THE FOCAL, <br />STATE, AND FEDERAL GOVERNMENT REQUIREMENTS. THE PRESENCE OR ABSENCE <br />OF THE ENGINEER SHALL NOT ALTER THE CONTRACTOR'S RESPONSIBILITY FOR <br />HEALTH, SAFETY, AND ENVIRONMENTAL COMPLIANCE. SEE SHEET NT2 FOR SITE <br />SAFETY AND HEALTH PLAN NOTES. <br />HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br />EVERETT. CITY OF EVERETT CONTROL POINT <br />OR POSITION,AND j LINE BETWEEN SAID POINT NO.080a AND <br />CONTROL POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH <br />