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III <br />GENERAL NOTES <br />1. ELEVATIONS OF TRACK THROUGH PAVEMENT AREA $HALL BE CHECKED BY PROJECT <br />ENGINEER TO INSURE MATCH WITH PAVEMENT GRADES. ALL TRACK CONSTRUCTION SHALL <br />BE COORDINATED WITH RAILROAD REPRESENTATIVES TO AVOID CONFLICTS WITH SERVICE. <br />2. CONTRACTOR'S OPERATIONS FOR RECONSTRUCTION OF THE STATE OF WISCONSIN OWNED <br />TRACK IS LIMITED TO AREA WITHIN HIGHWAY RIGHT -OF -MAY TO LIMITS DESCRIBED <br />IN THE SPECS FOR RAIL TIES, FABRIC. AND (SURFACING). CONTRACTOR'S OPERATIONS <br />FOR THE RECONSTRUCTION OF THE TRACK IS LIMITED TO THE R.R. RIGHT-OF-WAY, <br />AND TO THE RECONSTRUCTION LIMITS SHOWN ON THE DETAIL DRAWINGS. <br />3. WELDED RAIL A GEOTEXTILE FABRIC SHALL BE USED ACROSS BOTH LANES TO APPROXIMATE <br />LIMITS SHOWN, 20 FEET BEYOND CROSSING. . <br />4. tEPFLUIRAILSEAL INTERFACE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S <br />DETAILS AND SPECIFICATIONS. <br />5. IN THE EXCAVATION ZONE ALL EXISTING RAILROAD SUB -BALLAST AND BALLAST SHALL BE <br />REMOVED TO A MINIMUM DEPTH OF 12"; AND THE ENTIRE SUBGRADE.GRAOED TO EFFEC- <br />TIVELY DRAIN THE TRACK AREA. THIS CONSTRUCTION SHALL BE COORDINATED WITH <br />REPRESENTATIVES OF THE RAILROAD TO PERMIT IMMEDIATE TRACK RECONSTRUCTION AND <br />ELIMINATE DELAYS TO RAIL SERVICE. NEW TRACK SHALL BE CONSTRUCTED AS PER <br />TYPICAL SECTIONS. <br />RAILROAD GRADE CROSSING (1 -LUMP SUM) <br />ESTIMATED QUANTITIES <br />1 - 110' SECTION OF WELDED RAIL <br />1 - 75' SECTION OF WELDED RAIL <br />34 - 7" TIES <br />60 - 6" CROSS TIES <br />85 L.F. - GEOTEXTILE FABRIC _ <br />250 C.Y. - BALLAST <br />336 EA. - RAIL ANCHORS <br />'iPFLFX'RAILSEAL INTERFACE - 45 L.F. <br />2 - RAILROAD WARNING SIGNS (X -BUCKS) WITH POSTS <br />2 - RAILROAD ADVANCE WARNING SIGNS WITH POSTS <br />coaomeericw uA V45 <br />Of TN/s /XCV r <br />86 <br />8S <br />q Of rf1pe.0 <br />d/T. P.9YEg1E1Y7 <br />TDP Of T/E <br />�' Of PAf/EAIENT <br />T19PE.r CU.fd Hf/BHT <br />6" To /" /N /0'-O <br />CEN671V <br />CONC. CURB <br />GUTTER <br />B/T PA✓EAIENT ^ <br />E06'E Of <br />NEAREST <br />A <br />RUNN/N6 .tai' <br />Q� C/M/Ts AFd/r. <br />�VEMENT <br />/E" T/E SPAC/N6 <br />TN.fU C�fOSS/Nf �--� <br />�=0 <br />RUNN/N6 .PA/C (wECL�d,1 <br />®/T. Ip•9YEME/YT <br />PLAN VIEW <br />riE sire . J L /.0010 <br />R�9/L <br />RENAL/C/Ti4T/GW ZONE EXCAo9T/GW ZgNE RENAd/C/Ti9T/ON ZONE V�:_-- V=_::�' V `i C ( <br />PRO/YJSED SOUTHT.P/C—/—�_`�\ <br />VETERAm mm- ^0#0,1-469 NORTH �f.I/C CROSST/E \ <br />EOFLEX' .4g/CSEgC /NTERfACE <br />It 14 *%i 2h Zw ?h k%i k% k; vi Zn Zoi lkh k% ; c% <br />300' w 200' W 100' w t 100'E 200'E 300'E <br />SPUR TRACK PROFILE <br />/'= t' VE•fl. <br />T/ON C/M/TS <br />p"orer <br />862 <br />860 <br />858 <br />SECTION A -A <br />t=0 <br />6E07EXT/CE /S96.+ r (Its, wlp_o�) <br />.AUK <br />TYPICAL SECTION <br />OUTSIDE EXCAVATION ZONE <br />(TO LINTS OF REHABILITATION <br />Cot. N.. 2130 -O42 f <br />CONSTRIh <br />t <br />of rns , <br />r BY. <br />0.00%---- <br />-- <br />---- <br />79. <br />--- <br />-- <br />------ <br />-- — -- <br />-- <br />90utN R,IK (EX/St) <br />NORTNR.9/C (EX/ST.) <br />It 14 *%i 2h Zw ?h k%i k% k; vi Zn Zoi lkh k% ; c% <br />300' w 200' W 100' w t 100'E 200'E 300'E <br />SPUR TRACK PROFILE <br />/'= t' VE•fl. <br />T/ON C/M/TS <br />p"orer <br />862 <br />860 <br />858 <br />SECTION A -A <br />t=0 <br />6E07EXT/CE /S96.+ r (Its, wlp_o�) <br />.AUK <br />TYPICAL SECTION <br />OUTSIDE EXCAVATION ZONE <br />(TO LINTS OF REHABILITATION <br />Cot. N.. 2130 -O42 f <br />