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OS"" E C, <br />2 9 9 <br />2 9 <br />a 9 <br />R. <br />5 <br />E 9 <br />W, M 0 <br />SEC. <br />32, <br />i <br />9 <br />Nq <br />R. <br />5 <br />Eq <br />W.M. <br />N <br />ry <br />F- <br />N <br />E <br />a <br />z <br />0 <br />a <br />_1 <br />LL' <br />Ln <br />O <br />O <br />mot' <br />O <br />O <br />O <br />W <br />E <br />N <br />a_ <br />N <br />(n <br />O <br />U <br />C <br />a <br />Q <br />Q <br />V) <br />C <br />a <br />2 <br />i <br />a <br />0 <br />I <br />O <br />N <br />a <br />a <br />U <br />0 <br />a <br />a <br />Q <br />c� <br />/ <br />0 <br />a <br />0 <br />Of <br />w <br />i <br />O <br />O <br />O <br />00 <br />0 <br />N <br />co <br />U <br />�o <br />0 <br />w <br />X <br />E <br />Q) <br />V <br />v <br />c <br />E <br />a <br />00 <br />N <br />c <br />O <br />N <br />N <br />C2 <br />O <br />N <br />a <br />C) <br />_O <br />Q <br />N o. <br />4­ IN <br />11"i 9101, .. <br />SEGMENT m <br />TAT <br />STATION <br />END <br />STATION <br />BEGINI <br />T ING <br />EASTING <br />NORTHINGTI <br />G <br />DELTA <br />RADIUSTANGENT <br />LENGTH <br />L3 <br />15+54.75 <br />19+76.03 <br />354975.18 <br />1307129.77 <br />355371.15 <br />1307273.60 <br />421.28' <br />C3 <br />19+76.03 <br />20+95.56 <br />355371.15 <br />1307273.60 <br />355487.17 <br />1307301.19 <br />13° 10' 12" <br />520.00' <br />60.03' <br />119.53' <br />L4 <br />20+95.56 <br />21 +95,56 <br />355487.17 <br />1307301.19 <br />355586.47 <br />1307313.02 <br />100.00' <br />C4 <br />21 +95.56 <br />22+56.13 <br />355586.47 <br />1307313.02 <br />355643.62 <br />1307297.81 <br />43' 23' 02" <br />60.00' <br />31.62' <br />60.56' <br />C5 <br />22+56.13 <br />23+09.72 <br />355643.62 <br />1307297.81 <br />355693.81 <br />1307282.09 <br />38' 22' 54" <br />60.00, <br />27.64' <br />53.59' <br />L5 <br />23+09.72 <br />26+51.22 <br />355693.81 <br />1307282.09 <br />356035.15 <br />1307292.75 <br />341.50' <br />C6 <br />26+51.22 <br />27+14.72 <br />356035.15 <br />1307292.75 <br />356093.83 <br />1307314.09 <br />36e 22' 59" <br />100.00' <br />32.66' <br />63.50' <br />L6 <br />27+14.72 <br />27+32.07 <br />356093.83 <br />1307314.09 <br />356107.46 <br />1307324.81 <br />17.34' <br />C7 <br />27+32.07 <br />27+66.79 <br />356107.46 <br />1307324.81 <br />356157.39 <br />1307345.49 <br />31° 21' 06" <br />100.00' <br />26.06' <br />54.72' <br />L7 <br />27+66.79 <br />30+10.11 <br />356157.39 <br />1307345.49 <br />356379.13 <br />1307372,02 <br />223.32' <br />1n 2 <br />/A <br />Drawn B <br />De <br />P. .._ , j <br />Designed By <br />Checked By <br />Approved B <br />C. DONNER <br />8/15/19 <br />TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER <br />OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR <br />APPROVED EQUIVALENT. SEE SHEET TR1 FOR <br />TYPICAL SECTION. <br />NOTESGENERAL <br />1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br />ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br />1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE <br />SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING <br />STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF <br />ROLLED USING A TANDEM AXEL DUMP TRUCK, OR OTHER GEOTECHNICAL <br />ENGINEER APPROVED EQUIPMENT, UNDER THE OBSERVATION OF THE <br />GEOTECHNICAL ENGINEER. <br />2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br />CONDITIONS OR TO A MAXIMUM DEPTH OF 24 INCHES AND HAVE <br />MIRAFI® 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT), PLACED <br />AT THE BASE OF THE EXCAVATION AND THEN BACKFILLED WITH <br />STRUCTURAL FILL. <br />3. UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED <br />IN REPAIRED AREAS. <br />4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE <br />GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE PREPARED <br />SUBGRADES ABOVE A LAYER OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR <br />APPROVED EQUIVALENT) UNLESS PREVIOUS SOFT SPOT REPAIR ALREADY <br />NECESSITATED THE EARLIER USE OF THE GEOTEXTILE. <br />5. STRUCTURAL FILL FOR TEMPORARY HAUL/ACCESS ROADS AND STAGING <br />AREAS SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. <br />6. EXISTING ACCESS ROAD AND CATE ACCESS SHALL BE MAINTAINED <br />UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br />OWNER REPRESENTATIVE. <br />HORIZONTALDATUM FOR THIS SURVEY NAD 83/91 PER CITY OF <br />POINTEVERETT. CITY OF EVERETT CONTROL 0 . 04 WAS HELD <br />FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-58-04 AND <br />CONTROL POINT NO. INCA-9 WAS = ROTATION, BEING NORTH <br />EAST. <br />VERTICAL DATUM. <br />NAVD66 <br />