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TRACK CLEAR LENGTH NO. OF WETS CAR TANGENT LENGTH (MINUS EARTHEN BUMPER AND SAFETY BUFFER) NO OF TEFT CARS (TANGENT ONLY) A 1547 23 CARS 13417 20 C.ARS B 1554. 23 CARS 1347 20 CARS C 1828 23 CARS 1317 20 GARS D 1537 23 CARS 1293 19 CARS E 1443 22 CARS 1285' 19 CARS F 1448 22 CARS 1243 19 CARS (3 1838 28 CARS 1280 19 CARS H 1073 25 CARS 1289' 19 CARS I 1888 25 CARS 1258 19 CARS J 17117 28 CARS 1257 19 CARS K 1724' 28 CARS 1240' 19 CARS TOTALS 17878 268 CARS 14137 212 CARS - ACCESS ROAD PROPOSED AT-GRADE CROSSING PRIVATE ROAD TRACK 1 CLR LENGTH (DERAIL TO EARTHEN BUMPER) = 2427 A-FRAME CARS = 18 (74FT) CARS ALONG OUTDOOR STORAGE LAYDOWN (6 CARS ON CURVE) TOTAL TANGENT LENGTH = 992'- 16' (EARTHEN BUMPER) .33 SAFETY BUFFER = WE TRACK 2 CLR LENGTH (DERAIL TO BUMPING POST) = 1357 (BLOCKS AT-GRADE CROSSING) WITHIN BUILDING = 11 (SOFT) BOX CARS TANGENT LENGTH TO EAST SIDE OF AT-GRADE CROSSING = 1207 18 (TO FACE OF BUMP POST) -30' SAFETY BUFFER = 1181' fa. - - . AT-GRADE CROSSING EXISTING MAINLINE EXISTING BRIDGE , PROPERTY ACERAG5 = 38.0 EXISTING ROAD CROSSING ••••,„ \ yni T EMERGENCY VEHICLE EARTHENBUMPER TYP 1.......--........ --- .....=.... ''. t.-- 1 .,.../......----...----.--- I i \ - ./...... '..N C. V1, 0 2IV --- --- G y, \\-- t-'-'''':'• \ \ \ \ \ \ \ \ STOCKTON LAYOUT OPTION 4B NAVONE BUDISELICH December 23, 2020 300 0 300 600 PLANNING CONSIDERATIONS: MAINLINE TURNOUT NO. 11. INDUSTRY TURNOUT NO.9 MINIMUM DEGREE OF CURVE 10' SLIDING DERAILS AND WHEEL CROWDERS 1017 FROM CLR PT. SOUTH YARD SHOWS A DOUBLE SWITCH POINT DERAIL FOR HAZARDOUS MATERIAL OPERATIONS PER OMNITRAX REQUIREMENTS. SLIDING DERAIL ON TRACK 2 POTENTIALLY WILL NEED TO MOVE TO THE EAST OF PRIVATE ROAD TO SOUTH YARD. SHORTENING CLEAR LENGTH AND TANGENT. 14FT CLEAR POINTS - CLEAR LENGTH FROM CLR PT TO EARTHEN BUMPER UNLESS OTHERWISE STATED *POTENTIAL VARIANCE REQUIRED AS TURNOUT WITHIN 300FT OF EXISTING BRIDGE SCALE IN FEET 1" = 300'