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UL <br />0 <br />LU <br />CIA <br />z <br />z <br />0 <br />a <br />U=1 <br />z <br />m <br />0 <br />12 <br />ca <br />c <br />E <br />e� <br />Uj <br />0 <br />CD <br />C) <br />z <br />m <br />z <br />Uj <br />w <br />DA <br />Uj <br />0 <br />a_ <br />EX TRACK 104 <br />PROTECT IN PLACE <br />r5_'_� UPLAND PAVEMENT <br />C�°� :C727 RESTORATION <br />NONWOVEN <br />GEOTEXTILE FABRIC, <br />MIRAFI 140N OR EQUAL <br />1002 St% Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />7o / 9± <br />REPLACE 7" WIDE YELLOW PAINT <br />STRIPE OFFSET FROM RAIL <br />SAWCUT EX ACP, REPLACE WITH 12 <br />ACP PER DETAIL 5, SHEET C2.5. <br />/ 9 A 9 rEX <br />ELEC DUCTBANK VAULT, <br />1 / 4a 1 7 s 1 MIN CLEAR PROTECT IN PLACE. <br />// is✓/ /.i / / ai <br />7.4 <br />EX ELEC DUCTBANK 40" TO _ ELEC DUCTBANK <br />45" BGS, PROTECT IN PLACE, 3 E6.1 <br />® 12/08/17 <br />NO, DATE <br />6" HMA CLASS 1 /2" PC 64-22 <br />PLACED IN 2 LIFTS AT 3" EACH° <br />PRE -LEVEL AS NECESSARY. <br />� 2MIN <br />6% MAX <br />m <br />1 <br />TEMPORARILY REMOVE AND SALVAGE JOINTED <br />RAIL SECTIONS FOR UTILITY ENCASEMENT <br />CONSTRUCTION. REINSTALL RAIL SECTIONS <br />FOLLOWING ENCASEMENT CONSTRUCTION. <br />49-399 1 <br />2% MIN <br />6 MAX � <br />1 1 2" MIN DEPTH BALLAST J k-- TEMPORARILY REMOVE AND SALVAGE EX WOODEN CROSS —TIES. <br />REINSTALL CROSS —TIES FOLLOWING ENCASEMENT CONSTRUCTION, REUSE <br />OF TIES SHALL BE APPROVED BY ENGINEER PRIOR TO REPLACEMENT. <br />699 MIN DEPTH IF TIES ARE DETERMINED TO BE UNSUITABLE FOR REUSE THE PORT <br />SUBBALLAST COMPACTED WILL PROVIDE NEW TIES TO BE INSTALLED BY CONTRACTOR. <br />0 <br />ZION1912 <br />!�� ° �€� � •'fit <br />SCALE: <br />AS NOTED <br />DATE: <br />1 2/8/01 7 <br />CHECKED BY: <br />N. WATSON <br />NOTES <br />CD RAILROAD BALLAST SHALL CONFORM TO THE <br />GRADATION REQUIREMENTS OF AREMA 4A GRADATION® <br />AGGREGATE SIZES ARE AS FOLLOWS: <br />SIEVE SIZE PERCENT PASSING <br />2Y299 - 100 <br />2 .00 100 <br />— 1Y2" 60-00 <br />199 1N35 <br />/ 4'H 0 —10 <br />0-3 <br />RAILROAD SUDNALLAST SHALL CONFORM TO THE <br />MATERIAL SPECIFICATIONS FOR CRUSHED ROOK <br />BASE COURSE OR AS APPROVED BY THE ENGINEER. <br />INSTALL NONWOVEN GEOTEXTIL E FABRIC FOR <br />SEPARATION BETWEEN ALL ASPHALT AND TIES, RAIL, <br />AND OTHER TRACK MATERIALS. <br />CIP NO, <br />1-8-001-06 <br />PROJECT <br />NO, MT—ST-201 i-1 1 <br />SHEET NO. 30 CE 176 <br />