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n <br />ry <br />N <br />0 <br />p, <br />Ln <br />O <br />O <br />O <br />O <br />O <br />00 <br />O <br />N <br />n <br />a) <br />V) <br />v <br />U <br />i� <br />I <br />V <br />n <br />/ <br />C <br />Pn <br />N <br />®r <br />0 <br />00 <br />N <br />00 <br />I <br />0� <br />0 <br />N <br />N <br />I <br />40' <br />ml <br />r <br />fl <br />9 <br />is <br />ti A <br />rr �y,-x � <br />��s� <br />SEC, <br />I <br />219 9 <br />To' <br />291 <br />7 <br />No R 5 Eq W.M. <br />® <br />3aa <br />i ®. <br />T.4 <br />I 5 E W, M, <br />+ N, Y <br />x # <br />0 <br />I <br />i <br />I 9 <br />x <br />I <br />ii <br />I <br />I <br />° <br />X <br />f <br />�I <br />I <br />t t <br />! <br />x <br />I <br />I <br />I <br />i <br />I <br />I <br />x; <br />d <br />€ t <br />r,71 <br />P <br />I <br />I <br />r <br />g <br />STA 33+70 <br />CPC <br />�r <br />i <br />3 <br />22.6' <br />t <br />i <br />S <br />LT <br />i <br />f R= 10y' <br />i <br />I <br />4 <br />EXISTING 40' <br />CONSTRUCTION l� ,- x STA 33+79 22.6 LT <br />ACCESS ROAD R=40 PC <br />I <br />_P <br />t <br />t I <br />APPROXIMATE "� -�•�. �.m� _x .. • <br />_ PROPOSED RIVERFRONT FUTURE CRANE <br />STA 32+51 1.0" <br />BOULEVARD FOUNDATION AP0.0 RT N:356704.39 d.s <br />LOCATION E:1307510.09 <br />i <br />X <br />MATCH TO EXISTING - <br />CONSTRUCTION <br />`�- ACCESS ROAD `? j <br />N:356753.59 <br />E:1307515.74 <br />r <br />to <br />BOUL <br />EVARD <br />q <br />_ r <br />z 4 <br />1. tI <br />APPROX. <br />EXISTING <br />F •�� <br />IN <br />TEMPORARY <br />HAUL <br />ROAD CONSTRUCTIONCENTERLINE T <br />SEGMENT <br />END <br />EGG <br />END <br />DELTA <br />RADIUS <br />TANGENT <br />LENGTH <br />STATIONT <br />STATION <br />TIN <br />I <br />NORTHING <br />Ti <br />L7 <br />27+66.79 <br />30+ 10.1 1 <br />356157.39 <br />1307345.49 <br />356379.13 <br />1307372.02 <br />223.32' <br />L6 <br />30+10.11 <br />33+40.39 <br />356379.13 <br />1307372.02 <br />356698.93 <br />1307454.57 <br />330.28' <br />Cif <br />33+40.39 <br />34+08.861 <br />356698.93 <br />1307454.57 <br />356736.36 <br />1307505.54 <br />76° 27' 16" <br />50.00' <br />40.62' <br />66.47' <br />TEMPORARY <br />SEDIMENT <br />TRAP ACCESS <br />ROAD <br />x <br />0 <br />%� <br />Know what's below. <br />Call before <br />ieod rt you fS3 f -, <br />LEGEND <br />TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER <br />OF MIRAFI@) 50OX GEOTEXTILE FABRIC OR <br />MAPPROVED EQUIVALENT. SEE SHEET TR1 FOR <br />TYPICAL SECTION. <br />GENERAL NOTES <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 MIRAFIO 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 GATE ACCESS SHALL BE MAINTAINED <br />UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br />OWNER REPRESENTATIVE. <br />HORIZONTALT <br />HORIZONTAL DATUM FOR THIS SURVEY IS NAD 63/91 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. 703-56--04 AND <br />CONTROL POINT NO. INCAm9 WAS HELD FOR ROTATION, BEING NORTH <br />00'28' 1 1 " EAST. <br />VERTICAL T <br />NAVD66 <br />Drawing No. <br />TR3 <br />Sheet No. <br />7 <br />17 <br />