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n <br />ry <br />Ln <br />0 <br />0 <br />0 <br />0 <br />co <br />0 <br />N <br />n <br />0 <br />cn <br />Q <br />> <br />27 <br />0 <br />cn <br />v� <br />c�) <br />0 <br />i <br />0 <br />N <br />o. <br />0 <br />v <br />/ <br />0 <br />Q <br />/ <br />0 <br />0 <br />0 <br />Ir <br />w <br />i <br />0 <br />0 <br />0 <br />®0 <br />0 <br />N <br />/ <br />V) <br />U <br />Sll <br />0 <br />s` <br />n <br />/ <br />0 <br />v <br />cn <br />0 <br />0 <br />0 <br />0 <br />c- <br />a) <br />U <br />C <br />WE <br />0- <br />O <br />O <br />I� <br />O <br />N <br />c <br />0 <br />z <br />E <br />SEC. <br />29, <br />7. <br />29 <br />Nq <br />R. <br />5 <br />E, <br />WA. <br />SEC, <br />32, <br />T. <br />29 <br />Nq <br />R. <br />5 <br />E, <br />W.M. <br />`�--......_..vim.. <br />-- APPROXIMATE REFUSE "' ``- APPROXIMATE REFUSE---,______ <br />CAPACITY: 1,750 CY �'`- _° `` CAPACITY: 1,150 CY..w.�..- <br />`�-- <br />-� MAINTAIN POSITIVER-- <br />�` `y SLOPE FOR DRAINAGE ELEV: 36.00 MAINTAIN POSITIVE <br />ELEV: 35.44 N: 354896.4767 SLOPE FOR DRAINAGE <br />��`���"`� ELEV: 36.00 <br />E: 1307043.4.126`� - - - ` <br />�N: 354746.5212 _� - 1 - ----Y N: 35494.6,4.61 S ELEV: 3�.1 1 - <br />E: 1307039.7556 w r -- - ----a` �E: 130704.4.6316 - - - _N: 355096.4172 <br />+10 0 <br />23 <br />1307089.7408 <br />t <br />ADJACENT' --EXCESS COVER MAY BE <br />STOCKPILED IN AREA <br />O REFUSE <br />RELOCATION. <br />LOCATIONAND STOCKPILING <br />OF MATERIAL WITH THE <br />GEOTECHNICAL ENGINEER. <br />K <br />ELEV: 37.58 <br />N: 354895.2577 <br />TEMPORARY E: 1307093.3977 <br />ACCESS ROAD. ELEV: 37.67 <br />SEE SHEETS TR1 N: 354945.2428 <br />TO TR3 E: 1307094.6167 <br />REFUSE REL0CATQN AREA 1 <br />E: 130704-3.2565 <br />EXCESS COVER MAY BE <br />STOCKPILED IN AREA <br />ADJACENT TO REFUSE <br />RELOCATION. COORDINATE <br />y LOCATION AND STOCKPILING <br />OF MATERIAL WITH THE <br />ELEV: 36.49 GEOTECHNICAL ENGINEER. <br />N: 355095.1982 ` <br />E. 1307096.2737 <br />ELEV: 31.69 <br />N: 355319.6755 �." <br />" zE: 1307814.8434 <br />ELEV: 31.94 <br />N: 355335.3414.E <br />E: 130722.0254~`'�-w-�4- <br />RIVERFRONT BOULEVARD <br />TEMPORARY STORM <br />DRAINAGE ACCESS ROADzZ <br />v <br />APPROXIMATE REFUSE <br />CAPACITY. 9,500 CY <br />ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION <br />'--PROVIDE MII <br />SETBACK FF <br />� �"�y`'^�\ ��``*.� �````-�.... - .�, -� ,.sue •+`-�"w` _"`'�•, �'` <br />REFUSE RELOCA70N AREA <br />N: 355646.9575 <br />E: 1307713.61 10 <br />GENERAL NOTES: <br />1. APPROXIMATE AMOUNT OF REFUSE TO BE <br />RELOCATED FOR PHASES OF WORK: <br />RIVERFRONT BOULEVARD: 1670 CY <br />ADVANCED SITE WORK: 40 CY 1 <br />2. EXCESS COVER STOCKPILES SHALL BE <br />PROVIDED WITH TEMPORARY EROSION <br />CONTROL MEASURES AS NECESSARY. <br />ELEV: 31.79 <br />N: 355540.5995 <br />E: 1307917.0278 <br />beforemow whars below. <br />Cal I you <br />IISTSS'����� <br />KEG MAP <br />NTS <br />CONSTRUCTION NOTES LEGEND <br />1 INSTALL CHAIN LINK FENCE. E`� 3- REFUSE RELOCATION AREA <br />2 INSTALL CHAIN LINK GATE. TEMPORARY HAUL/ACCESS ROADS AND STAGING <br />-� AREAS. 12" CRUSHED ROCK OVER LAYER OF <br />¢ MIRAFI® 50OX GEOTEXTILE FABRIC OR APPROVED <br />EQUIVALENT. SEE SHEET ST1 FOR SECTION AND <br />ADDITIONAL NOTES. <br />REFUSE REL0CATQN 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 DACKFILLED 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 RE -USE AS LANDFILL <br />SOIL COVER. THE CONTRACTOR SHALL LIMIT THE AREA OF EXPOSED DEFUSE 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 O1= 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 LOCAL, <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 />HORnZONTAL DATUM <br />HORIZONTAL DATUM FOR THIS SURVEY IS NAD 53/91 PER CITY OF <br />EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-56-04 WAS HELD <br />FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-58-04 AND <br />CONTROL POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH <br />00*28' 1 1 " EAST. <br />VERY, CAL DATUM: <br />NAVDSS <br />Drawing No. <br />RP1 <br />Sheet No. <br />14 21 <br />0f T® <br />