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OUTSIDE EDGE OF — <br />DECK AND HELIX <br />HELIX NOTES <br />COL 3 <br />HELIX HAS BEEN DESIGNED ASSUMING THE FINAL CONDITION ONLY. FALSEWORK AND <br />CONSTRUCTION SEQUENCE SHALL BE DESIGNED SUCH THAT NO LOCKED -IN CONSTRUCTION <br />FORCE EFFECTS ARE INTRODUCED INIo THE STRUCTURE DUE TO SEGMENTAL REMOVAL OF <br />FORMS 8, OT HER CONSTRUCT IDN LOADS. <br />THE DESIGN AND ENGINEERING OF THE FALSEWORK AND ITS CONSIRUCTION SHALL BE THE <br />RESPONSIBILIT of THE CONTRACTOR. <br />CONTRACTOR SHALL MAKE PROVISIONS FOR ANTICIPATED DEFLECTIONS IN FALSEWORK TO <br />ALLOW FOR CORRECT FINAL ELEVATIONS ON THE HELIX CONSTRUCTION. <br />ANIICIPATED CGNnreuCIION Jo <br />PLANS. ALTERNATE CONS] RUC] ION. JOINT LOCATIONS DESIGNED BY THE CONTRACTOR SHALL <br />BE SUBMITTED TO THE ENGINEER FOR APPROVAL.THE PLANS IDENTIFY CONSTRUCTION JOINTS <br />BASED UPON AN ASSUMED SEDUENCE AND DIRECIION OF CONSTRUCTION THE GENERAL <br />UPON HIS PROPOSED <br />CONSTRUCTION, MAY PROPOSE ALTERNATE CONSTRUCTION JOINT LOCATIONS AND SEQUENCE <br />OF CONSTRUCTION. <br />SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF FALSEWOCK. CONSTRUCTION JOINI LOCATIONS. <br />AND POUR SEQUENCE.A LICENSED ST RUCIURAL ENGINEER, L ICENSED IN THE <br />STATE OF MINNESGI A, SHALL CERTIFY THE SHOP DRAWINGS AND CALCULATIONS BEFORE <br />SUBMIT Al OF SHOP DRAWINGS. <br />ALL SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE PROJECT <br />ENGINEER IN A TIMELY MANNER TO ALLOW FOR ADEQUATE REVIEW OF THE SUBMITTED SHOP <br />DRAWINGS AND CALCULATIONS <br />BOLTON <br />& MENK <br />T <br />RAIL <br />W DECK GUI TERLINE <br />WORKING LINE <br />E COL.4 <br />10'-8%" <br />CL COL.5 & 5A� <br />CENTER OF HELIX— <br />_ = I71107.623 <br />CL COL I— —I <br />CGL v -r <br />.SIDE EDGE DF HELIX — <br />RING BEAM <br />BEGIN BRIDGE <br />AZ = 26. 21' 28.2" <br />IO'-8%' DIMENSIONS TO <br />WORKING POINTS <br />WIDE CURB <br />HELIX GENERAL PLAN NOTES <br />PENGINEERENSIGNATUREN[ i OcKI LE or u�xxES <br />FF <br />HELIX GEOMETRY <br />FOR WORKING POINT DIMENSIONS AND COORDINATES <br />SEE WORKING POINT LAYOUT, SHEET 7. <br />S.A.P.199-010-012 IRIDGE NO. <br />SHEET NO. 17 OF 99 SHEETS I 02053 <br />