B49 B50 B51 Y B B U L B52 ta 55+53.779 MLT LMT TLV TU P MLLW 1 2 MU K 154.991 426.720 3 4 5 156.058 MT 90 MT VT HL U TUT WB T 80 ("W" L) B T 80 ("" L) 67^51 35" M 58.129 L 3 4 5 6 6 TY KL UTY LM TY UTY 7 8 LVT 7 1:5000 8 9 10 9 10 11 11 12 13 T UTY UT T PPVL T KLMT PT TTL PJT T 14 15 16 17 18 19 20 21 22 23 W B T xp. TT P HT L WY L 12-31-13 L TTL HT 16 17 1820 xist te 80 21 22 23 T MT T B49 B50 B51 B52 1 2 MLT LMT 737.769 T: TH TT HLL VY LL TLL L M B BT Y MTL. ta 62+91.547 PL 1:5000 B Y T: 1. K L or "L MLT T", see "X T ". 2. or "UTLT", see "WY ". -KL B 100% TUTU P& TM PLTT => 09:47 T PLTT => 14- T P M TY PJT TL WY L QUTT LL M MT UL THW HW HK J. hen HK J. hen HK J. hen L & T LV L: H20-44 WTH M L T L L P B HK LYUT PT J. hen. Margaris P MP TT L PTMT TPTT L L MLLMT U 0 10 20 30 40 50 60 70 80 90 100 TLL B UT: 0759 PJT UMB & PH: 0400000016 12 B. KLMT PT TT.: XT TLV TU MLT 04-0120T1 L PL PT B L V T V T HT 1 87 s1340 UM => TUTU L PL HT (X) (V.09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT L MLT T 1. esign pecifications: altrans Bridge esign pecifications, 2004; Manual of teel onstruction, 1989. T T PPVL T T P L WY L xp. 12-31-13 2. Wind Load: Windward pressure = 1.86 K/m or 5% of dead load, whichever is greater Leeward pressure = 0.93 K/m or 2.5% of dead load, whichever is greater 3. xisting tructural teel (MPa): arbon teel Type ickel ilicon Heat Treated Medium Mild y 379 255 207 310 345 234 152 124 193 234 allowable Where the material is not otherwise specifically designated on as-built plans, Medium arbon teel was used. 4. xisting ivets (MPa): izes (ia): 19 mm, 22 mm, 25 mm, 29 mm, 32 mm, 34 mm hear onnection: arbon teel ivet llowable = 103 Manganese teel ivet llowable = 138 Bearing onnection: arbon teel ivet llowable = 207 Manganese teel ivet llowable: or arbon teel = 207 or ilicon teel = 262 or ickel teel = 310 5. atum: levation based on 1929 V atum. Mean Lower Low Water (MLLW) is at levation 0.00. ll levations shown in Meters. PPXMT TL UMMY T LVL LVT (m) (V) Highest bserved Water Level (HW) 2.61 Mean Higher High Water (MHHW) 1.87 Mean ea Level (ML) 0.87 Mean Lower Low Water (MLLW) 0 Lowest bserved Water Level (LW) -0.61 ontractor shall verify tidal elevations prior to beginning work 6. oordinates, distances, and bearings are based on 1933 as-built plans. 7. epending on demolition sequence and equipment used, existing structure members and connections may require strengthening and / or supplemental bracing. T T JULY 2004 10 YM BBVT (-L) 10B YM BBVT (M-Z) LL M MT UL THW HW TL QUTT HK J. hen HK J. hen HK J. hen X T HT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 TTL L PL X T MLT LMT PL TU MMB MTL UT PL TYPL T P 1 P 2 P 3 L TT B 1 L TT B 2 L TT B 3 L TT B 4 L TT B 5 L TT B 6 L TT B 7 L TT B 8 L TT B 9 L TT B 10 L TT B 11 L TT B 12 L TT B 13 L TT B 14 L TT B 15 L TT B 16 L TT B 17 L TT B 18 L TT B 19 L TT B 20 L TT B 21 L TT B 22 L TT B 23 L TT B 24 L TT B 25 L TT B 26 L TT B 27 L TT B 28 L TT B 29 L TT B 30 L TT B 31 L TT B 32 L TT B 33 L TT B 34 L TT B 35 L TT B 36 L TT B 37 L TT B 38 L TT B 1 47 L TT B 2 47 L TT B 3 47 L TT B 4 47 L TT B 5 47 L TT B 6 47 L TT B 7 47 L TT B 8 47 L TT B 9 47 L TT B 10 47 L TT B 11 47 L TT B 12 47 L TT B 13 47 L TT B 14 47 L TT B 15 47 TT L TLL B B. KLMT PT PTMT TPTT UT: 0759 L L MLLMT U 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 TT.: 04-0120T1 HT. TTL 63 L TT B 1 25 64 L TT B 2 25 65 L TT B 3 25 66 L TT B 4 25 67 L TT B 5 25 68 L TT B 6 25 69 L TT B 7 25 70 L TT B 8 25 71 L TT B 9 25 72 L TT B 10 25 73 L TT B 11 25 74 L TT B 12 25 75 L TT B 13 25 76 L TT B 14 25 77 L TT B 15 25 78 L TT B 16 25 79 L TT B 17 25 80 L TT B 18 25 81 L TT B 19 25 82 L TT B 20 25 83 L TT B 21 25 84 L TT B 22 25 85 L TT B 23 25 86 L TT B 24 25 87 L TT B 25 25 TLV TU MVL QU: 1. emove upper and lower decks before removing any steel truss member. ecks consist of concrete slab and overlay, curbs and barriers. a. or each deck the removal shall begin at the center of span 2-3 and proceed toward pier 1 and pier 4. b. emove upper deck before removing lower deck. or concrete slabs, curbs and barriers on decks, see "TYPL T" sheet. 2. emove suspended span. The entire suspended span may be removed as one piece or may be removed member by member beginning from the center of span 2-3. 3. emove cantilever arms. 4. emove anchor arms. V T HT PT B L V T 02/13/12 TT T: TH TT HLL VY LL TLL L M B BT Y MTL. -KL B T P M TY PJT XT TLV TU MLT X T L 100% TUTU P& 2 87 UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V. 09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp. 12-31-13 MLT LMT TT L 737.769 MU L xist te 80 154.991 125.578 175.564 125.578 156.058 T B MV TH WT H M WT TLV M UP P T TLV M T H M Y B, Typ pprox MLLW 58.522 TYP P 1 P 2 TMPY UPPT LLW TH WT WTH TH P LVT P 4 YB BU L 1:1200 P 3 T (UPP K) P 1 P 2 T: TH TT HLL VY LL TLL L M B BT Y MTL. LL M MT UL THW HW TL QUTT PL 1:1200 HK J. hen HK J. hen HK J. hen xist te 80 67^51 35" P 3 T: or "T -", see "TYPL T" sheet TT L TLL B B. KLMT PT PTMT TPTT T MT (LW K) P 4 L: ndicates xisting ndicate limits of demolition -KL B T P M TY PJT XT TLV TU MLT MLT LMT PL V T HT UT: 0759 PT B L L MLLMT U L V T 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 02/13/12 TT.: 04-0120T1 3 87 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT X() (V. 09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT H M TU MMB MTL TLV M UP P L & LTL T T P L MMB MTL MMB MTL MMB MTL MMB MTL T: T WY L L-L2 L2-L4 L4-L6 L-L2 L2-L4 L4-L6 L0-L2 L2-L4 L4-L6 L BM & T : ickel teel : arbon teel : ilicon teel : Heat Treated arbon teel (eye-bars) PPVL T xp. TT 12-31-13 L L6-L8 L6-L7 BTTM LTL L8-L10 L7-L0 TH U-U2 U-U2 U0-U2 U2-U4 U2-U4 U2-U6 U4-U6 U4-U6 U6-U8 U6-U0 L-M1 L-M1 L0-M1 M1-U2 M1-U2 M1-U2 U2-M3 U2-M3 U2-M3 M3-L4 M3-L4 M3-L4 L4-M5 L4-M5 L4-M5 M5-U6 M5-U6 M5-U6 U6-M7 U6-M7 M7-L8 M7-L0 154.991 125.578 U8-M9 WT H M WT TLV M M9-L10 U1 U0 U1 U2-L2 U4-L4 U6-L6 U8-L8 U2-L2 U4-L4 U6-L6 U0-L0 U2-L2 U4-L4 U6-L6 M9 U8 U7 M7 U6 U3 U4 U5 M3 M5 U2 M2 M0 M1 M1 U2 M2 U3 P U4 U5 U6 U7 U0 U1 U2 U3 U4 U5 U6 M3 M5 M7 M1 M3 M5 U1-M1 U1-M1 U1-M1 U3-M3 U3-M3 U3-M3 L10 L9 L8 L7 L6 L5 L4 L3 L2 L1 L L1 L2 L3 L4 L5 L6 L7 L0 L1 L2 L3 L4 L5 L6 U5-M5 U5-M5 U5-M5 U7-M7 U7-M7 pprox M1-L1 M1-L1 M1-L1 M3-L3 M3-L3 M3-L3 M5-L5 M5-L5 M5-L5 M7-L7 M7-L7 M9-L9 U-M M10-L10 M-L M1-L2 M1-L2 M1-L2 M3-L2 M3-L2 M3-L2 M5-L6 M5-L6 M5-L6 M7-L6 M7-L6 M9-L8 M1-M M-M1 M3-M2 M2-M3 LL M MT UL THW HW TL QUTT HK HK HK J. hen P 1 P 2 1:1000 T: TH TT HLL VY LL TLL L M B BT Y MTL. TT L TLL B PT LVT B. KLMT PT PTMT TPTT MLLW YMMTL BUT P -KL B T P M TY PJT XT TLV TU MLT TU MMB MTL V T HT UT: 0759 PT B L L MLLMT U L V T 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 TT.: 04-0120T1 4 87 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT X() (V. 09-01-10) L => -
UVY ist UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp. 12-31-13 TT L -18.29 W WB -1.83 TUTU "W" 61+63.000 63 62-21.95 61 63-3.05 60-12.19 62 61 "W" 57+78.000 59 P 2 W B TUTU 60 "W" 55+98.000 57 58 59-24.38 "" 61+54.201 58 56 55 "" 55+89.201 56 57 P T1 (TW) -12.19 55+53.779 57+08.770 61+35.490 62+91.547 55 P W2 xist oute 80 56 67^51 35" 57 58 59 60 61 62 63-27.43 P 1 P 2 P 3 P 4 YB BU L PL -15.24-12.19 1. Provide and maintain a 90 meter navigation channel 1:1200 between pier 2 and 3 during construction. T: TH TT HLL VY LL TLL L M 2. Mudline contours are according to B BT Y MTL. soundings taken during January, 1998. -KL B T P M TY PJT T: -15.24 100% TUTU P& TM PLTT => 14- T PLTT => PLMY VTT T L Vert. TUM X PHTMMTY : X X Horiz. TUM X X HK X LMT T X T X HK X LL M MT UL THW HW TL QUTT HK J. hen HK J. hen HK J. hen TT L PTMT TPTT L L MLLMT U 0 10 20 30 40 50 60 70 80 90 100 TLL B UT: 0759 PJT UMB & PH: 0400000016 B KLMT PT XT TLV TU MLT UT PL L V T TT : 04-0120T1 V T HT PT B 5 87 s1340 UM => TUTU UT PL HT (X) (V. 09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT xist te 80 xist te 80 20.117 T T P L 20.117 T WY L PPVL T xp. 12-31-13 TT L "TL " TU TU 17.678 W/B TVL WY 17.678 W/B TVL WY 17.678 /B TVL WY 17.678 /B TVL WY T - xist te 80 o cale PTL LMT MVL T K (0.152 ) VLY (0.019 ) 0.171 B, TYP UB, TYP 1.930 TYPL T P 2 P 3 o cale LL M MT UL THW HW UT T B MV TH TL BULT-UP T K (0.152 ) BM T VLY (0.019 ) L YTM TP MY, LV. 12.192 HK J. hen HK TL J. hen HK QUTT J. hen o cale T: TH TT HLL VY LL TLL L M B BT Y MTL. TT L TLL B B. KLMT PT PTMT TPTT TL "" L: ndicates xisting ndicates emoval -KL B T P M TY PJT XT TLV TU MLT TYPL T V T HT UT: 0759 PT B L L MLLMT U L V T 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 02/13/12 TT.: 04-0120T1 6 87 0.171 2.500 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V. 09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT 0.762 0.914 XT B 25.909 XT P XT P 20.117 9.449 9.449 6.096 9.144 VTL B 5.792 9.144 LV. 55.034 LV. 53.188 B T T PPVL T T xp. TT P L WY L L 12-31-13 L: ndicates xisting BTT 1:96 ndicates emoval LV. 31.670 LV. 27.620 WT BTT 1:16 1.524 4.572 1.677 20.726 LV. 20.269 LV. 15.697 8.534 LV. 21.946 LV. 17.869 PPX. U, TYP LV. 15.034 T - 1:250 2.134 TH LVT 1:250 LV. 7.620 LV. 6.436 LV. 3.048 4.572 4.572 9.144 8.838 9.144 8.534 6.096 6.096 YMMTL BUT 28.804 23.774 5.792 0.610 2.438 2.438 0.610 XT B XT HT WT LVT UTH LVT 1:250 1:250 9.449 9.144 3.200 3.200 1.524 0.914 1.524 0.152 20.117 TH UTH PL - TP P 1:80 LL M MT UL THW HW XT HT P UTL T LV. 53.188 4-406MM X 51MM Y B T T, TYP 1.753 XT P XT P V T B-B 1:80 HK B. TT J. hen HK TL J. hen L TLL B KLMT PT HK QUTT PTMT TPTT J. hen 0.914 2.261 2.261 0.508 V T: TH TT HLL VY LL TLL L M B BT Y MTL. -KL B T P M TY PJT XT TLV TU MLT P 1 V T HT UT: 0759 PT B L L MLLMT U L V T 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 02/13/12 TT.: 04-0120T1 7 87 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V. 09-01-10) L => -
T UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp. 12-31-13 XT B 67^51 35" TMB TT L XT P 1.372 Typ PL o cale 1.372 Typ YMMTL BUT XT B XT P 36.576 12.497 4.483 13.805 13.805 1.829 1.829 2.515 2.515 0.838 0.838 BTT 1:12, TYP 1.905 lev +11.278 1.905 1.905 0.838 PPX MUL LV = -1.219 TM L V K LV = -14.935 37.008 LVT o cale T: TH TT HLL VY LL TLL L M B BT Y MTL. LL M MT UL THW HW TL QUTT T B MV TH PPX MUL LV = -8.839 HK J. hen HK J. hen HK J. hen 0.838 0.838 TMB (T B MV TH) 13.030 LVT o cale TT 7.925 10.719 9.398 4.191 L PTMT TPTT L L MLLMT U 0 10 20 30 40 50 60 70 80 90 100 TLL B B. KLMT PT L: ndicates xisting T: 1. This sheet is for information only. 2. Mudline elevations are according to soundings taken during January, 1998. 3. The marine foundation will be removed by others. -KL B T P M TY PJT XT TLV TU MLT P 2 V T HT UT: 0759 PT B L V T PJT UMB & PH: 0400000016 TT.: 04-0120T1 8 87 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V. 09-01-10) L => -
XT B 67^51 35" TMB KLMT PT T UTY UT TTL PJT T T PPVL T T P HT TTL HT L WY L xp. 12-31-13 TT L XT P =7.62 =1.676 =5.944 17.069 PL o cale YMMTL BUT XT P YMMTL BUT XT B 24.688 50.902 1.829 5.944 13.805 13.805 1.829 0.838 0.838 BTT 1:12, TYP 5.944 1.054 T B MV TH LV +11.278 1.409 7.925 2.515 1.003 1.054 2.057 2.667 1.524 2.185 TMB PPX MU L LV = -16.459 T: TH TT HLL VY LL TLL L M B BT Y MTL. LL M MT UL THW HW 40.996 LVT o cale TL QUTT HK J. hen HK J. hen HK J. hen o cale TT L 24.206 LVT TLL B B. KLMT PT PTMT TPTT XT TLV TU MLT P 3 V T HT UT: 0759 PT B L L MLLMT U L V T 0 10 20 30 40 50 60 70 80 90 100 PJT UMB & PH: 0400000016 TT.: 04-0120T1 9 87 55.931 18.669 L: ndicates xisting T: 1. This sheet is for information only. 2. Mudline elevations are according to soundings taken during January, 1998. 3. The marine foundation will be removed by others. -KL B T P M TY PJT 100% TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V. 09-01-10) L => -