Laserfiche WebLink
NEW E <br />FOR U <br />PLATE <br />-- -- FORM E-8-1162 <br />PROJECT ' I NI SEETOTHEETSO <br />aiE fE Eca � DvSiON . TAL <br />13.1 5 6.1 2 3.7 <br />eeo —_ <br />.a <br />1 EXISTING GROUND LINE <br />870 — <br />7M=�lptl. <br />_EL.864 , BENCH MARK <br />EL.861.88,['71 PT REF TO . 7D ON GR.9 " �� X. REF LINEI 'B6O �i SIpPE �I„ F1L. 842.20 NO. STATION DESCRIPTIONW/TH PAVING (j �� p 9 125-W+20 -X" CONC. BASE SIGN 96.8 RT 879. G6 <br />u I� J d 3G STEEL PILING <br />gsO u 'u � IU EL.852. 30 U d U u . *-sr 25-0 LG (TYR) <br />SIDE ELEVATION OF B-13-205 <br />CURVE DATA <br />LINE W I CURVE 2 <br />PC. STA. 16 "WI" r 71.70 <br />PI. 57A. 21 "WI" r 66.68 <br />PT. STA. 26 "WI"+ 55 87 <br />I 199'- 41'-00" <br />a 19'- 41'-00" <br />D 2-O' <br />T 496.98' <br />L 364.17' <br />R 2864.79 <br />SE .o2�,FT. <br />+ MEASURED ALONG TAN. TO REF. <br />UNIT <br />SUPER. <br />PLAN <br />PIER <br />E. ABUT <br />TOTAL <br />ONE"WI"AT STA. 22W/+39.00 <br />C.Y <br />X 27409 <br />45 <br />95 <br />NO <br />300 <br />CONCRETE MASONRY <br />C.Y <br />/93.2 <br />2 SPAN CONTINUOUS STEEL I- SEAM SUPERSTRUCTURE <br />63.1 <br />160.8 <br />'550.4 <br />BAR STEEL REINFORCEMENT <br />L8. <br />WITH R.C. 3 COL. PIER AND R.C. <br />SOLID ABUTS. <br />12,980 <br />61460 <br />7610(00 <br />STRUCTURAL CARBON STEEL <br />LB. <br />O <br />O <br />/40,890 <br />O <br />O <br />LB <br />56,.600 <br />vi <br />EL. 878.07 ly <br />Sr., 600 <br />O <br />LB. <br />/83 <br />>N <br />183 <br />BEARING PADS <br />S.F. <br />25 <br />EL. 874..91 <br />25 <br />STEEL TEST PILING 8-0-205 <br />LS <br />/. <br />STEEL PILING - DELIVERED <br />.O <br />N <br />R <br />to <br />1,650 <br />ti <br />W <br />850 <br />1,000 <br />h <br />TUBULAR RAILING - TYPE B <br />L.F. <br />395 <br />W <br />EL. 878. 7-9 <br />,1 <br />'^ <br />S.Y. <br />n h <br />e <br />8 <br />145 <br />265 <br />m <br />ti m <br />ti <br />W 47 <br />W <br />g <br />j <br />5 <br />_CSS. <br />W <br />W <br />a <br />,30 7 i <br />d <br />o <br />m <br />m <br />Q <br />o <br />q <br />w <br />.300'V C. <br />Q <br />'i <br />ALUMINUM OR ZINC PL. <br />AF <br />300' Y.C. <br />-- <br />21 <br />N <br />1 j <br />m <br />" <br />" <br />o <br />R <br />GRADE ON REF <br />LINE <br />S.T.H. 30 <br />o <br />ti <br />h <br />ah <br />- <br />h <br />GRADE ON <br />"W I" <br />LINE <br />B-13-205 <br />it <br />0 <br />n <br />in <br />m <br />J <br />GENERAL NOTES <br />DRAW/NOS SHALL NOT BE SCALED. <br />ALL CONCRETE MASONRY SHALL BE GRADE ':4A" (ta 1400,41) / <br />BAR STEEL REINFORCEMENT SHALL BE /MDEDDEO 2" CLEAR <br />UNLESS OTHERWISE SHOWN OR NOTED. <br />BEVEL EXPOSED EDGES OF CONCRETE I" UNLESS 07'W&I- <br />WISE SPECIFIED. <br />PILING AT THE ABUTMENTS SHALL BE S&P 36 PILES AND DRIVEN TO <br />A MINIMUM BEARING VALUE OF 22 TONS PER PILE. EST 25-'0' LONG. <br />THE TOP AND SLOPE OF THE FILL IN FRONT OF THE ABUTMENTS <br />SHALL BE COVERED WITH SLOPE PAVING TO THE EXTENT SHOWN ON THIS <br />SHEET AND AS SHOWN ON SHEET 8 E SHEET 1p. <br />UPPER L1MIT5 OF 'EXCAVATION FOR STRUCTURES" SHALL SE FINISHED <br />GRADED SECTION. AT PIERS AND 807 -TOM OF SLOPE PAVIN6 ON BERM AT ABUTS. <br />ALL FIELD CONNECTIONS SHALL BE 3,4 6 RIVETS OR HIGH <br />STRENGTH BOLTS. <br />PIER FOOTING OESION BEARING VALUE 15 2.5 TONS SO. FT <br />EXPANS/OIV JO/A(7- FILLER SHALL CONFORM TO AA,jNO. DESIGNATION M/S3, <br />TYPE $ , <br />H07-g9uRE0 E1 -4571C 7yPE JO/NT SEALER SHALL CONFORH 70 A.S.TAI. DESIGNATION, D/I90- <br />8 <br />O <br />O <br />Q O <br />n h <br />m <br />h 'a <br />N <br />J <br />400 VC <br />GRADE ON AUX. REF LINE S.T.H. 30 <br />TOTAL ESTIMATED QUANTITIES <br />BID ITEMS. <br />UNIT <br />SUPER. <br />W. ABUT <br />PIER <br />E. ABUT <br />TOTAL <br />EXCAVATION FOR STRUCTURES <br />C.Y <br />X 27409 <br />45 <br />95 <br />NO <br />300 <br />CONCRETE MASONRY <br />C.Y <br />/93.2 <br />133.3 <br />63.1 <br />160.8 <br />'550.4 <br />BAR STEEL REINFORCEMENT <br />L8. <br />51,360 <br />5260 <br />12,980 <br />61460 <br />7610(00 <br />STRUCTURAL CARBON STEEL <br />LB. <br />/40,890 <br />/40,890 <br />STRUCTURAL LOW ALLOY STEEL <br />LB <br />56,.600 <br />Sr., 600 <br />LUBRICATED BRONZE PLATES <br />LB. <br />/83 <br />183 <br />BEARING PADS <br />S.F. <br />25 <br />25 <br />STEEL TEST PILING 8-0-205 <br />LS <br />/. <br />STEEL PILING - DELIVERED <br />L.F <br />850 <br />/,oaa <br />1,650 <br />STEEL PILING -DR)VEN <br />L. F. <br />850 <br />1,000 <br />1650 <br />TUBULAR RAILING - TYPE B <br />L.F. <br />395 <br />395 <br />SLOPE PAVING <br />S.Y. <br />140 <br />145 <br />265 <br />NON - BID ITEMS <br />FILLER <br />SIZE <br />ALUMINUM OR ZINC PL. <br />AF <br />21 <br />-- <br />21 <br />* DRIVE ONE 35=0' LG. STEEL TEST PILE AT LOCAT7ON OF EACH ABUTMENT. (2 PILES REQ'D•) <br />LIST OF DRAWINGS <br />1. GENERAL PLANX27406. <br />2. SUPERSTRUCTURE <br />X 27407 <br />3 SUPERSTRUCTURE <br />X 2T 408 <br />4 LONG. SECTION E BEARINGS <br />X 27409 <br />S EXPANSION JOINT <br />X27410 <br />4 TUB ULA, ALUMINUM RAILING (TYPE B)— <br />X27411 <br />7 TUBULAR STEEL RAILING (TYPE B) <br />X 27412 <br />S. WEST ABUTMENT <br />X27413 <br />9. PIER <br />X27414 <br />IO EAST ABUTMENT <br />X 274/5 <br />(FOR SUBSURFACE EXPLORATION DATA <br />SEE 8-13-204 <br />X274OG <br />