Laserfiche WebLink
N <br />ry <br />F- <br />Q) <br />0 <br />z <br />23 <br />0 <br />0 <br />0 <br />0 <br />0 <br />00 <br />0 <br />N <br />a <br />v <br />ci <br />zC <br />I <br />v <br />v <br />s <br />Cl) <br />E <br />a <br />a- <br />zr <br />4A <br />N <br />0 <br />I <br />O <br />N <br />0 <br />U <br />0 <br />0 <br />Q <br />U <br />I <br />0 <br />N <br />0 <br />c <br />0 <br />v <br />> <br />ry <br />Lil <br />i <br />0 <br />CD <br />00 <br />N <br />L3 <br />TO <br />1 <br />L <br />v <br />w <br />c- <br />V) <br />i <br />0 <br />X <br />N <br />N <br />0 <br />E <br />D- <br />LO <br />Lf'J <br />N <br />I <br />a� <br />0 <br />N <br />c <br />0 <br />z <br />0 <br />N <br />0 <br />U <br />0 <br />1.4 <br />ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION <br />No. I Dane I Revision <br />SEC, 29, T, 29 N2 Re 5 Ev WA, <br />SEC, 32, T, 29 No R, 5 E� W.M. <br />t <br />0 <br />5*9SS L <br />VAL <br />7 <br />s <br />a:a <br />;� hry' <br />L I 1�4 1 <br />------------ <br />jr <br />i h 1 I <br />Drawn By Dote <br />P. H®UGHTALBNG IZL5_1 19 <br />Designed By <br />V. WEN 5 15 19 <br />Checked By <br />Approved By Project Number <br />C. DD6��9ER 15 19 20150004.005 <br />S <br />2. SOFT OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br />CONDITIONS OR TO A MAXIMUM DEPTH AND HAVE <br />AT THE BASE MIRAFI@ 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT), PLACED <br />STRUCTURAL <br />3. UPON COMPLETION <br />O OF REPAIRS, <br />R/R PROOF SHALL BR PERFORMED <br />IN REPAIRED R <br />_ <br />1 k NIMUM OF 12 INCHES CRUSHED ....BAR.....ED R.. <br />THE <br />GEOTECHNICAL ENGINEER BE PLACED ABOVERA <br />APPROVED EQUIVALENT)I PREVIOUSSOFT SPOTREPAIR ALREADY <br />NECESSITATED THE EARLIER <br />USE OF THE GEOTEXTILE. <br />6. EXISTING ACCESS ROAD AND GATE ACCESS SHALL BE MAINTAINED <br />.4 D <br />OWNERUNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br />REPRESENTATIVE. <br />HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br />EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-55-04 WAS HELD <br />FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-55-04 AND <br />CONTROL POINT NO. MICA-9 WAS MELD FOR ROTATION, BEING NORTH <br />00'28' 11 " EAST. <br />VERTICAL DATUM: <br />NAVD8S <br />SHELTER HOLDNIGS, LLC Drawing No. <br />EVERETT RUERFRONT DEVELOPMENT TR2 <br />ADVANCED SITE WORK PERMF Sheet No. <br />TEMPORARY HAUL ROAD PLAN 21 <br />-47- <br />t <br />0 <br />5*9SS L <br />VAL <br />7 <br />s <br />a:a <br />;� hry' <br />L I 1�4 1 <br />------------ <br />jr <br />i h 1 I <br />Drawn By Dote <br />P. H®UGHTALBNG IZL5_1 19 <br />Designed By <br />V. WEN 5 15 19 <br />Checked By <br />Approved By Project Number <br />C. DD6��9ER 15 19 20150004.005 <br />S <br />2. SOFT OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br />CONDITIONS OR TO A MAXIMUM DEPTH AND HAVE <br />AT THE BASE MIRAFI@ 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT), PLACED <br />STRUCTURAL <br />3. UPON COMPLETION <br />O OF REPAIRS, <br />R/R PROOF SHALL BR PERFORMED <br />IN REPAIRED R <br />_ <br />1 k NIMUM OF 12 INCHES CRUSHED ....BAR.....ED R.. <br />THE <br />GEOTECHNICAL ENGINEER BE PLACED ABOVERA <br />APPROVED EQUIVALENT)I PREVIOUSSOFT SPOTREPAIR ALREADY <br />NECESSITATED THE EARLIER <br />USE OF THE GEOTEXTILE. <br />6. EXISTING ACCESS ROAD AND GATE ACCESS SHALL BE MAINTAINED <br />.4 D <br />OWNERUNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br />REPRESENTATIVE. <br />HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br />EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-55-04 WAS HELD <br />FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-55-04 AND <br />CONTROL POINT NO. MICA-9 WAS MELD FOR ROTATION, BEING NORTH <br />00'28' 11 " EAST. <br />VERTICAL DATUM: <br />NAVD8S <br />SHELTER HOLDNIGS, LLC Drawing No. <br />EVERETT RUERFRONT DEVELOPMENT TR2 <br />ADVANCED SITE WORK PERMF Sheet No. <br />TEMPORARY HAUL ROAD PLAN 21 <br />-47- <br />