ELEVATION 1:5000 WB RTE 80 ("W" LINE) CITY OF OAKLAND AND COUNTY OF ALAMEDA CITY AND COUNTY OF SAN FRANCISCO. Sta PLAN 1:5000 STATE OF
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1 B49 B50 B51 Y B B U L B52 ta MLT LMT TLV TU P MLLW 1 2 MU K MT 90 MT VT HL U TUT WB T 80 ("W" L) B T 80 ("" L) 67^51 35" M L TY KL UTY LM TY UTY 7 8 LVT 7 1: T UTY UT T PPVL T KLMT PT TTL PJT T W B T xp. TT P HT L WY L L TTL HT xist te T MT T B49 B50 B51 B MLT LMT T: TH TT HLL VY LL TLL L M B BT Y MTL. ta 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 TLL B UT: 0759 PJT UMB & PH: B. KLMT PT TT.: XT TLV TU MLT T1 L PL PT B L V T V T HT 1 87 s1340 UM => TUTU L PL HT (X) (V ) L => -
2 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, T T PPVL T T P L WY L xp 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 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 = atum: levation based on 1929 V atum. Mean Lower Low Water (MLLW) is at levation 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) 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 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 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 L TT B L TT B L TT B L TT B L TT B TT L TLL B B. KLMT PT PTMT TPTT UT: 0759 L L MLLMT U PJT UMB & PH: TT.: T1 HT. TTL 63 L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B L TT B 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 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 ) L => -
3 T UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp MLT LMT TT L MU L xist te T B MV TH WT H M WT TLV M UP P T TLV M T H M Y B, Typ pprox MLLW 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 PJT UMB & PH: /13/12 TT.: T % TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT X() (V ) L => -
4 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 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-L 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 PJT UMB & PH: TT.: T % TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT X() (V ) L => -
5 UVY ist UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp TT L W WB TUTU "W" "W" P 2 W B TUTU 60 "W" "" "" P T1 (TW) P W2 xist oute ^51 35" P 1 P 2 P 3 P 4 YB BU L PL 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, KL B T P M TY PJT T: % 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 TLL B UT: 0759 PJT UMB & PH: B KLMT PT XT TLV TU MLT UT PL L V T TT : T1 V T HT PT B 5 87 s1340 UM => TUTU UT PL HT (X) (V ) L => -
6 T UTY UT KLMT PT TTL PJT HT TTL HT xist te 80 xist te T T P L T WY L PPVL T xp TT L "TL " TU TU W/B TVL WY W/B TVL WY /B TVL WY /B TVL WY T - xist te 80 o cale PTL LMT MVL T K (0.152 ) VLY (0.019 ) B, TYP UB, TYP 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 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 PJT UMB & PH: /13/12 TT.: T % TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V ) L => -
7 T UTY UT KLMT PT TTL PJT HT TTL HT XT B XT P XT P VTL B LV LV B T T PPVL T T xp. TT P L WY L L L: ndicates xisting BTT 1:96 ndicates emoval LV LV WT BTT 1: LV LV LV LV PPX. U, TYP LV T - 1: TH LVT 1:250 LV LV LV YMMTL BUT XT B XT HT WT LVT UTH LVT 1:250 1: TH UTH PL - TP P 1:80 LL M MT UL THW HW XT HT P UTL T LV MM X 51MM Y B T T, TYP 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 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 PJT UMB & PH: /13/12 TT.: T % TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V ) L => -
8 T UTY UT KLMT PT TTL PJT HT TTL HT T T P L T WY L PPVL T xp XT B 67^51 35" TMB TT L XT P Typ PL o cale Typ YMMTL BUT XT B XT P BTT 1:12, TYP lev PPX MUL LV = TM L V K LV = 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 = HK J. hen HK J. hen HK J. hen TMB (T B MV TH) LVT o cale TT L PTMT TPTT L L MLLMT U 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, 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: TT.: T % TUTU P& UM => s1340 T PLTT => 14- TM PLTT => 09:47 TUTU TL HT (X) (V ) L => -
9 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 TT L XT P =7.62 =1.676 = PL o cale YMMTL BUT XT P YMMTL BUT XT B BTT 1:12, TYP T B MV TH LV TMB PPX MU L LV = T: TH TT HLL VY LL TLL L M B BT Y MTL. LL M MT UL THW HW LVT o cale TL QUTT HK J. hen HK J. hen HK J. hen o cale TT L 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 PJT UMB & PH: TT.: T L: ndicates xisting T: 1. This sheet is for information only. 2. Mudline elevations are according to soundings taken during January, 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 ) L => -
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