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COORDINATES (5) <br />POI IS STATION X-COORDINATE Y-COORDINATE ELEVATION 16) <br />1+92.72 449672.893 171061.514 875.96 <br />2+50.31 499611.223 171092.071 878.89 <br />3+07.91 949641.780 171153.141 881.72 <br />6,51 <br />9+51.90 949635.730 171069.020 888.92 <br />+75.00 9497731.607 171367.136 896.79 <br />0+50 00 449853.700 171613 546 895.41 <br />+82.13 <br />101++55.92(71 449693.9743 171098.517 88 <br />874.00 <br />1+92.72 499669.058 171072.884 875.84 <br />2+50.31 449622.599 171095.907 878.72 <br />3+36.71 449673.616 171140.482 883.04 <br />3+99.30 949690.192 171091.398 885.92 <br />4+80.�70 449622.594 171095.907 890.24 <br />5+99.00 949642.021 171159.303 893.65 <br />10+50.00 449864.953 171608.218 895.29 <br />T 10 82.62 lit 4,19878.933 171637 494 89513 181 <br />7/V <br />(8)E <br />COORD1NATE VALUES SHOWN ARE PROJECT COORD1NAT ES DEFINED 11,1 FEE1. <br />EVAT1ONS ARE AT TOP OF RT FY EDGE OF RAMSEY SI ATIONL <br />1MATED TIE-IN ELEVATION FROMSURVEY. FIELD VERIFYAND ADJUST HAUNCH <br />A <br />CKNES$ S NEEDED TG MATCH FINISHED FLOOR OF SKYWAY PLATFORM <br />®BOLTON <br />& MENK <br />1 ELEVATIONS <br />lOP OF TRAIE VERTICAE OFFSET TOP OF TRAIL TOP OF TRAZE <br />EocnnoN ff STATION � eE o FAscia maDER `riaoviceA -Tr, BRSEAT BRIDGE SEAT NEAP POINT ry <br />891 <br />m IPIER 1 NORTVIf 5+49.83 893.66 0.0175 893.68 4.97 888.71 MM <br />IPIER 2 50UT J 25 895.26 7 7 400 890.47 NN <br />3.55 <br />20 IPIEP 3 SOUIII((H� +64.25 896.66 --- --- 3.55 893.11 <br />IPIER 3 NORiHJ Si+iS.is 89667 --- --- 3.Ss 89311 PP <br />IPIEP 4 SOUI 8+79.25 896.15 --- --- 3.55 892.60 00 <br />IPIEP 5 SOUT�J 9+64.25 895.72 0.0175 895.74 4.80 890.95 <br />I P]EF 5 NORiI(JJ 9+6s.75 845.7z 0.0175 845.73 4.00 090.94 RR <br />w IPIER s souil(J 10+4917 838.3o 0 olis 845 3z 4 96 890.35 <br />PIER <br />NORT <br />01 IPIER 1 NORi1Ii(�Jf 5+49.83 893.66 0.1025 893.76 4.97 888.80 �5 <br />pI 2 50Ui1!)) <br />IPIER 2 NORT,) 6,075 89528 __- -- 355 e09o.sz <br />o; IPIEP 3 560U7111J 7+74.25 896.66 --- --- 3.55 89311 <br />R IPIEP 4 SOUT J 8+79.25 896.15 --- --- 3.55 892.60 <br />i IPIER 4 N0Riy1(() T <br />I 5 SOUT 14) 9+69.25 <br />20 IP1ER 5 N0R71(J 9+65.75 89572 01025 89582 400 891.02 <br />I P1 ER 6 SOuil() 10 a917 895.32 01025 89s.40 496 890.O44 <br />PIER 6 NORiHI 10+50.75 895.29 0.115 895.41 2.51 892.89 V <br />(1) VERTICAL ADJUSTMENT FOR TOP OF TRAIL ELEVATION PELATIVE TO BASELINE OF TRAIL Al GIRDER CENTERLINE 1'- = DOWNWARD) <br />(3) FOR TRUSSES, 'GIRDER' CORRESPONDS TO CENTERL1NE OF BOTTOM CHORD FOP HELD SLAB, 'GIRDER' COPPESPONDS TO OLIISIDE BEAR1N6 LINES <br />TOP OF TRAIL TO BRIDGE SEAR <br />DECK/SL ABI STOOL HEIGHT BEAM BEARINI" <br />THICKNESS E. FASCIA W. FASCIA HEIGHT (4' HEIGHT INCHESFEET INCHES7F FEET <br />5 PIER 1 NORTH 7.002.36 2.36 45.00 5.250 59.61 9.97 59.61 4.977 <br />PIER 4 SOUTH 0.00 0.00 0.00 36.00 6.625 42.63 3.55 42.63 3.55 <br />PIER 6 NORTH 7.00 1.55 1.55 16.50 5.125 30.18 2.51 30.18 2.51 <br />NOTE: PCB STOOL HEIGHT IS SELECTED TO PROVIDE A MIN 1.5" AT EDGE OF BEAM FLANGE. <br />NOIE: RSB STOOL HEIGHT 15 DESIGNED TO BE A CONSTANT I 5" Al THE EDGE OF L OW FL ANGE. ADJUSI PER NOIES ON NORTH ABUT MENT DETA1LS AS NEEDED <br />NOIE,T FIER 1 SOUTH, STOOL HE1CHI REPRESENTS THE TH1CKENED END R BETWEEN CORE SLAB THICKNESS AND TOP OF BEARIN, <br />BEARING HEIGHT IS THE HEIGHT OF THE EMBEDDED BEARING PAD ABOVE THE BRIDGE SEAT. <br />19t BEAM HEIGHT FOR TRUSSES 15 THE DISTANCE FROM TOP OF DECK AT BASELINE TO 60110M OF TRUSS CHORD <br />PENGINEER SIGNATURE <br />EVANS <br />NOTES <br />DIMENSONS GS€E (PREVIOUS SHEET. WORKING POINT <br />AL L ELEVATIDNS PPE MEASURED IN FEET. <br />SEE GENERAL PLAN AND ELEVATION SHEET FOR <br />PROFILE DATE AND OTHER INFORMAIION <br />70- <br />WORKING POINT LAYOUT [`AEo ,PeS.A.P.199-010-012 '1RIDGE NO. <br />I SHEET NO. 8 OF 99 SHEETSI 02053 <br />