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SEC. 29, T. 29 N, R. 5 E, W.M. <br /> SEC. 32, T. 29 N, R. 5 E, W.M. D D p <br /> ° D D ° 0 <br /> _ i 0 0 D <br /> �. APPROXIMATE REFUSE APPROXIMATE REFUSE - ___ ____ - REFUSE RELOCATION <br /> CAPACITY: 1,750 CY CAPACITY: 1,150 CY --------- ---------J---- -------- - --- - �OQ AREA 6 ° D <br /> _______________� ^ __ <br /> _ \I -MAINTAIN POSITIVE T � <br /> -- VV SLOPE FOR DRAINAGE ELEV: 38 MAINTAIN POSITIVE REFUSE RELOCATION N: 354896.6.4767 SLOPE FOR DRAINAGE � III-� AREA 2 <br /> ELEV: 35.44 E: 1307043.4126-ELEV: 38.00 <br /> �I N: 354746.5212 1 N: 354946.4618 1 ELEV: 096.4172 GENERAL NOTES: d <br /> E 1307039.7556 N: 130704 .288 <br /> � \ i E 1307044.6316 <br /> E: 1307048.2885 1. APPROXIMATE AMOUNT OF REFUSE TO BE <br /> RELOCATED FOR PHASES OF WORK: a61 <br /> RIVERFRONT BOULEVARD: 1670 CY ° <br /> I (� EXCESS COVER MAY BE ' 0 C 1 <br /> h........._� ° <br /> STOCKPILED IN AREA ADVANCED SITE WORK: 4 <br /> \\\ \I\ x ADJACENT TO REFUSE <br /> 1 RELOCATION. COORDINATE 2. EXCESS COVER STOCKPILES SHALL BE <br /> \ I PROVIDED WITH TEMPORARY EROSION <br /> I 2 LOCATION AND STOCKPILING CONTROL MEASURES AS NECESSARY. <br /> \ I x x x x x x x x x x x x x OF MATERIAL WITH THE KEY MAP <br /> \ I n ELEV: 38.49 GEOTECH NICAL ENGINEER. NTS <br /> 0 1 1 ELEV: 37.00 <br /> N: 354745.3023 N: 3ssoss.ls8z CONSTRUCTION NOTES LEGEND <br /> \I \I E: 1307089.7408 E: 1307098.2737 <br /> INSTALL CHAIN LINK FENCE. REFUSE RELOCATION AREA <br /> on <br /> O2INSTALL CHAIN LINK GATE. <br /> TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> I\ \\ ELEV: 37.58 AREAS. 12" CRUSHED ROCK OVER LAYER OF <br /> \ N: 354895.2577 MIRAFI® 50OX GEOTEXTILE FABRIC OR APPROVED <br /> m \ \,; TEMPORARY E: 1307093.3977 EQUIVALENT. SEE SHEET ST1 FOR SECTION AND <br /> �/" \ \\ ACCESS ROAD. ELEV: 37.87 ADDITIONAL NOTES. <br /> ' \ \ O n SEE SHEETS TR1 N: 354945,2428 <br /> / TO TR3 f� E: 1307094.6167 <br /> REFUSE RELOCATION NOTES: <br /> 1. <br /> REFUSE RELOCATION AREA 1 OFCTHETI UTILITY TRENC ES.LANDFILL REFUSE IS ANTICIPATED DURING CONSTRUCTION <br /> 2. EXCAVATED LANDFILL REFUSE SHALL BE DISPOSED OF IN AREAS AS DESIGNATED <br /> o, - _ �Jv -n\ ON THIS PLAN SHEET OR WHERE DIRECTED BY THE ENGINEER. <br /> X ELEV: 38.16 <br /> N: 355363.9037 3. WHEN CONCURRENCE IS RECEIVED FROM THE ENGINEER, EXCAVATE TO EXPOSE <br /> ELEV: 38.05 x E. 1307528.9555 THE SURFACE OF THE REFUSE. <br /> N: 355325.0495 <br /> E 1307517.9813� �x 4. WHEN REFUSE IS ENCOUNTERED DURING EXCAVATION ON THE LANDFILL, THE <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER. THE ENGINEER WILL DETERMINE THE <br /> ELEV: 37.88 ELEV: 38.01 v�x� FOLLOWING: <br /> 3 N: 355315.0923 N: 355352.9818 X 4.1. ELEVATION AT THE TOP OF THE LANDFILL REFUSE TO THE NEAREST 0.1 FOOT. <br /> E 1307549.1692 2 x�X�x 4.2. HORIZONTAL LIMITS OF THE EXCAVATION. <br /> \ 0' �E:=30=561.0995 x�x _x_x- <br /> I x � x-x x-xx x x- 5. OVERLYING COVER SOILS MAY BE STOCKPILED FOR RE-USE AS LANDFILL COVER <br /> PROPOSED RIVERFRONT BOULEVARD SOIL. <br /> ELEV: 37.29 _ELEV: 37.52 - <br /> - - _ 6. THE CONTRACTOR SHALL NOT EXCAVATE ANY REFUSE WITHOUT PRIOR APPROVED <br /> N: 355306.5344 N: 355345.4475 <br /> E: 1307575.5873 CE: 1307585.0878- _ - - - - - - - - - BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT EXPOSURE AND EXCAVATION OF <br /> _ REFUSE TO THAT WHICH CAN BE COMPLETED AND BACKFILLED WITHIN THE <br /> ELEV: 37.00 <br /> 0 1 WORKING DAY. THE CONTRACTOR SHALL BACKFILL OR COVER ANY EXPOSED <br /> ELEV: 36.91 N: 355329.5328 ELEV: 36.51 REFUSE, INCLUDING ANY EXPOSED REFUSE IN EXCAVATIONS, AT THE END OF EACH <br /> N: 355310.0490 E: 1307601.7897 N: 355351.5742 - - - - - - - - _ WORKING DAY WITH 12-INCHES OF SOIL OR 6 MIL PLASTIC SHEETING SO AS TO <br /> E: 1307597.0329 R=q E: 1307656.2906 APPROX. EXISTING MINIMIZE HEALTH, ODOR AND SAFETY RISKS. UNDER NO CIRCUMSTANCES SHALL A <br /> ELEV: 36.58 NEIGHBORHOOD °B REFUSE DISPOSAL AREA BE LEFT OPEN AND NOT COVERED OR BACKFILLED AT <br /> N: 355413.2289 ACCESS ROAD THE END OF EACH DAY. <br /> EXCESS COVER MAY BE E: 1307680.1378 <br /> STOCKPILED IN AREA ELEV: 35.88 7. THE CONTRACTOR SHALL PREPARE THE DISPOSAL AREA BY REMOVING THE EXISTING <br /> ADJACENT TO REFUSE N: 355290.9077 ELEV�17.31X SOIL COVER TO EXPOSE THE SURFACE OF THE UNDERLYING REFUSE. THE <br /> X� <br /> o --,RELOCATION. COORDINATE E: 1307655.9189 k X N: 355646.9575 CONTRACTOR MAY STOCKPILE OVERLYING COVER SOILS FOR RE-USE AS LANDFILL <br /> LOCATION AND STOCKPILING \ X E: 1307713.6110 SOIL COVER. THE CONTRACTOR SHALL LIMIT THE AREA OF EXPOSED REFUSE TO <br /> OF MATERIAL WITH THE THAT WHICH WILL BE COMPLETED AND COVERED WITHIN THE WORKING DAY. <br /> GEOTECH NICAL ENGINEER. ELEV: 36.00 ELEV: 37.01 X X <br /> N: 355320.6871 R=50' X N: 355424.0173 X_X S. THE CONTRACTOR SHALL ENSURE THAT HAULING EQUIPMENT DOES NOT ALLOW <br /> E 1307660.6871 2 E 1307666.1057 REFUSE OR LEACHATE TO ESCAPING DURING LOADING OR TRANSPORT. <br /> \ x <br /> 9. EXCAVATED REFUSE SHALL BE PLACED IN THE PREPARED DISPOSAL AREA IN <br /> o ELEV: 35.90 <br /> 0o MAXIMUM 1-FOOT LIFTS AND COMPACTED WITH A MINIMUM OF 3 PASSES WITH A <br /> N: 355408.8737 xn' DOZER. ALL EXPOSED REFUSE SHALL BE COVERED DAILY WITH PLASTIC SHEETING <br /> o ELEV: 35.02 E: 1307705.2582 OR A MINIMUM OF 12 INCHES OF SOIL PLACED BY THE END OF THE WORKING <br /> N: 355351.8953 x DAY. IF PLASTIC SHEETING IS USED, IT SHALL BE SECURED BY SANDBAGS OR <br /> E: 130773 1.1049 ELEV: 35.99 I OTHER MEANS TO KEEP IT IN PLACE. <br /> N: 355391.2498 REFUSE <br /> E: 1307698.4415 RELOCATION 10. A FINAL SOIL CAP OF 3 FEET MINIMUM THICKNESS SHALL BE PLACED OVER THE <br /> h \ / \ AREA REFUSE IN THE DISPOSAL AREA. THE MATERIAL FOR THE SOIL CAP SHALL BE LPSB <br /> ELEV: 33.21 Q7DAND NOT CONTAIN LANDFILL REFUSE. THE FINAL SOIL CAP SHALL BE GRADED TO <br /> N: 355352.8531 MAINTAIN THE EXISTING SITE DRAINAGE PATTERN AND TO PREVENT PONDING. <br /> x <br /> E: 1307798.6800 <br /> 2p, X 11. THE FINAL SOIL CAP SHALL BE PLACED IN 1 FOOT THICK LISTS AND COMPACTED <br /> TO 95 PERCENT OF MODIFIED PROCTOR. <br /> ELEV: 31.89 <br /> N: 355319.6755 12. THE CONTRACTOR SHALL PROTECT THE HEALTH AND SAFETY OF ALL WORKERS AND <br /> o _ \ E: 1307814.8434 OTHER PERSONS BY VIGOROUSLY ENFORCING PREVENTIVE MEASURES AGAINST <br /> \\ x EXPOSURE TO REFUSE HAZARDS. THE CONTRACTOR SHALL COMPLY WITH HEALTH <br /> a° \ AND SAFETY RULES, REGULATIONS, ORDINANCES PROMULGATED BY THE LOCAL, <br /> ELEV: 31.94 os�`-� STATE, AND FEDERAL GOVERNMENT REQUIREMENTS. THE PRESENCE OR ABSENCE <br /> OF THE ENGINEER SHALL NOT ALTER THE CONTRACTOR'S RESPONSIBILITY FOR <br /> \- \ ,E: 1307822.0254 HEALTH, SAFETY, AND ENVIRONMENTAL COMPLIANCE. SEE SHEET NT2 FOR SITE <br /> �RIVERFRONT BOULEVARD <br /> ELEV: 31.79 SAFETY AND HEALTH PLAN NOTES. <br /> 3 TEMPORARY STORM N: 355640.5995 -� <br /> DRAINAGE ACCESS ROAD ' X E: 1307917.0278 <br /> \� HORIZONTAL DATUM: <br /> y= APPROXIMATE REFUSE X <br /> O ` CAPACITY: 9,500 CY O HORIZONTAL DATUM FOR THIS SURVEY IS NAD O. 70 PER CITY OF <br /> x EVERETT. CITY OF EVERETT CONTROL POINT N0. 703-58-04 WAS HELD <br /> PROVIDE MIN. 3' <br /> a - -„ SETBACK FROM SLOPE FOR POSITION, AND A LINE BETWEEN SAID POINT N0. 703-58-04 AND <br /> CONTROL POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH SCALE <br /> 00'28'11" EAST. <br /> 0 <br /> r <br /> I <br /> REFUSE RELOCATION AREA 2 VERTICAL DATUM: 40 0 FEET 40 80 <br /> NAVD88 <br /> • �j W/N <br /> 0 1 10/22/19 ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION G�oF wns,yygG Drawing N. <br /> 0 =� Dro,vn By Date SHELTER HOLDINGS, LLC <br /> P E RT E E T m P. HGUCNTALING B 15 19 R P 1 <br /> Designed By EVERETT RIVERFRONT DEVELOPMENT <br /> V.WEN 8 15 19 Sheet No. <br /> 0 2707 COLBY AVENUE,SUITE 900 9��PFG59ER�� � Ch-kedBy ADVANCED SITE WORK PERMIT <br /> o EVERETT,WA 98201 Know what's below. FSS�pNA` ENG� Approved By Protect N�mcer 14 28 <br /> No. Date Revision By Appr. <br /> 425.252.7700 800.615.9900 C811 before you dig G. DGNNER e ,5 ,9 2018GDG4.DG5 REFUSE RELOCATION PLAN of Tntnl <br />