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O <br />O of -� <br />o i 4 P <br />oF/dam C." <br />a_ <br />d <br />ee <br />'F 3� <br />cn <br />0 <br />STA 1C <br />-cf <br />0 <br />0 <br />r <br />No354453.45 <br />a E:1307329.09 <br />Q <br />N:354453.45 <br />� - I <br />35 <br />ro. <br />a - No3545 12.79 <br />Eo 130735.93 <br />EXISTING GATE <br />> TO BE <br />w - MAINTAINED <br />w <br />i <br />�t- <br />0 <br />0 <br />0 <br />Qi <br />co <br />0 <br />0 <br />v <br />i <br />0 <br />x <br />0 <br />0 <br />0 <br />F <br />I~ <br />TEMPORARY L ROAD CONSTRUCTIONENT L� 'E DATA <br />SEGMENT NO. <br />STAR" <br />STA70N <br />END <br />STA70N <br />SE&N <br />NORTHING <br />EE&N <br />EAS7NG <br />END <br />NORTHING <br />END <br />S7NG <br />DELTA <br />V AD��S <br />TANGENT <br />LENGTH <br />L1 <br />10+00.00 <br />12+46.30 <br />354477.69 <br />1307320.91 <br />354678.98 <br />1307178.98 <br />24.6.30' <br />Cl <br />12+46.30 <br />13+56.23 <br />354678.98 <br />1307178.98 <br />354779.66 <br />1307137.09 <br />25' 11' 39" <br />250.00' <br />55.57' <br />109.93' <br />L2 <br />13+56.23 <br />14+50.1 S <br />354779.66 <br />1307137.09 <br />354872.19 <br />1307120.79 <br />93.96' <br />02 <br />14+50.16 <br />15+54.75 <br />354872.19 <br />1307120.79 <br />354975.15 <br />1307129.77 <br />29" 57' 20" <br />200.00' <br />53.51' <br />104.57' <br />L3 <br />15+54.75 <br />19+76.03 <br />354975.1 S <br />1307129.77 <br />355371.15 <br />1307273.6Q <br />4 21.26' <br />o, <br />'0 1 C22y19 ADDENDUM 1 - SEINER LINE ADDITION AND SITE LAYOUT REVISION <br />z <br />0 <br />N <br />SEC. 29, T. 29 Iv, R. 5 Eq W.M. <br />SEC, 32, T. 29 Nq R. 5 Eq W.M. <br />21 <br />t� <br />- 40 <br />EXISTING <br />GROUND <br />VARIES <br />10' 10' -30' <br />1� <br />kk <br />0, a „� N �;. <br />k <br />d y P s r k' <br />tY , I <br />(� � Imo.. <br />�.'°+jE, p <br />S �q <br />L 11 i 6 <br />a Y d ¢ m v Tw o §k 7 mw ¢ EkJ = t Lr }}! 4 g <br />f- - �,r & .�.� <br />I <br />EY MAP <br />NTS <br />CQNSTRUCT9QN NOTES <br />REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. <br />COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER. <br />�2 UTILITY RELOCATED BY OTHERS. <br />INSTALL CHAIN LINK FENCE. <br />Ld <br />LLJ <br />4 INSTALL CHAIN LINK GATE. <br />ch <br />04 <br />LEGEND <br />TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER <br />MC --�� £ „ <br />OF I�IRAI i® 500X GEOTEXTILE FABRIC (OCR <br />APPROVED EQUIVALENT. SEE SHEET TR'I FOR <br />tn <br />TYPICAL SECTION. <br />GENERAL NOTES <br />1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br />ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br />Drawn By Date <br />P. HOl1CHTALING . 8Zl5Zl9 ' <br />Designed By <br />V. WEN i1 L 1 g <br />Checked By <br />Approved By Project dumber <br />C. DONNER $ 1 510 1 20180004.005 <br />TEMPORARY HAUL/ACCESS ROADS AND STAGNG <br />AREAS: <br />1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE <br />SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING <br />STATED 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 />MIRAFIO 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 GATE ACCESS SHALL BE MAINTAINED <br />UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br />OWNER REPRESENTATIVEo <br />HCRDZC VALDATUM: <br />Droving fro. <br />TR 1 <br />Sheet No. <br />5X21 <br />