SOUTH SIDE BRIDGEHEAD (NORTH SIDE IS SIMILAR, BUT ON SPREAD FOOTING) EXISTING MANHOLES EXISTING BENT 44 COLUMN. TO OAKLAND (Lower Deck)

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1 COUNY ROU KLOMR PO OAL PROJC H OAL No. H OUH BRGHA (NORH MLAR, BU ON PRA FOONG) 04 F 80 RGR CVL NGNR A O N A L APPROVAL A G R YONG PL KM xp NG N R he tate of California or its officers or agents CVL A OAL FORNA CABL RALNG LGN: OG ndicates xisting tructure ndicates New Construction AUM lev 40 BN 1 BN 2 BN LVAON GNRAL NO 1:2 NORH BRGHA LOA AN RANC FACOR GN G OK XNG MANHOL GN: AAHO LRF Bridge esign pecifications, ixth dition with California Amendments. MC GN: Caltrans eismic esign Criteria (C), XNG BN 44 COLUMN XNG BN 10AL FOONG Version 1.7 dated April 2013 MC LOANG: ee site specific Acceleration Response O OAKLAN (Lower eck) pectrum Curves in "NX O " sheet. O AN FRANCCO "" LN (Upper eck) N41^31 00" CONCR: fy = 410 mpa f c = 28 mpa n = 8 "" LN RUCURAL L: Anchor Bolts: AM F m Rt. Nuts : AM A563, C3 ashers : AM F436, eathering N41^31 00" GN NGNR GN AL QUAN BN 1 LOA & RANC FACOR GN A CALFORNA PARMN RANPORAON ORGNAL CAL N MLLMR ALL MNON AR N MR UNL OHR HON FOR RUC BN 2 N ABOUN F RAMP ( "ROAAY ") LAYOU 1:2 PCFCAON AN PC COMPAR BN 3 OUH BRGHA RAF VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 RP ANAR 2010 ON NO. A10A A10B BRG NO. KLOMR PO L ABBRVAON (H 1 2) ABBRVAON (H 2 2) A10C LN AN YMBOL (H 1 3) A10 LN AN YMBOL (H 2 3) A10 LN AN YMBOL (H 3 3) B3-6 RANNG ALL AL NO. 2 CABL RALNG ANAR NO. AL NO. AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR GNRAL RGAR PRN BARNG RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11: RUCUR GN GNRAL H (X) (RV ) FL => sfobb_bridgehead-a-gp.dgn

2 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 AFY VALUAON ARHQUAK () ACCLRAON RPON PCRUM (5% AMPNG) RAF RGR CVL NGNR A APPROVAL A he tate of California or its officers or agents G R A O CVL YONG PL KM xp AL FORNA NG N R 1.8 NX O 1.6 H NO. L pectral Acceleration (g) GNRAL 2 NX O 3 OLAON BARNG AL 4 OUH BRG HA - AL NO. 1 5 OUH BRG HA - AL NO. 2 6 OUH BRG HA - AL NO. 3 7 OUH BRG HA - AL NO. 4 8 OUH BRG HA - AL NO. 5 9 OUH BRG HA - AL NO NORH BRG HA - AL NO NORH BRG HA - AL NO. 2 PL AA ABL C1 C2 C Period(sec) Pile Location Pile e Approx. Pile/Casing Cut-Off lev. (m) pecified Casing ip lev. (m) LRF Factored Load Nominal oil Resistance (KN) (KN) Compr. ension Compr. ension Pile esign ip lev. (m) Pile pec. ip lev. (m) C1 1,372mm ia CH with casing (1) , , (3) (1) C2 1,067mm ia CH NA 4, , (3) FUNC VALUAON ARHQUAK (F) ACCLRAON RPON PCRUM (5% AMPNG) C3 1,067mm ia CH NA 3, , (1) 30.0 (3) mm ia C NA , (2) 35.8 (3) 32.8 pectral Acceleration (g) GN AR CURV Period(sec) ALL MNON AR N MLLMR UNL OHR HON GN AL QUAN 29.7 (2) 2 mm ia C NA 0 1, , (3) 29.7 (2) 3 mm ia C NA 0 1, , (3) 30.2 (2) 4 mm ia C NA , (3) NO: 1. "Casing" is smooth walled steel casing to protect open hole from caving. t is required when shaft is placed within 2.5 spacing o.c. from existing foundations. ts inside diameter should accommodate CH diameter shown. CH shaft diameter below the casing is assumed to be mm smaller than CH size shown. Casing should be worked in or driven (not vibrated) to competent depth. 2. hells (C) are minimum grade 248 Mpa and to be diven open-ended. 3. esign Pile ip levation is controlled by the following demands: (1) Compression, (2) ension, and (3) Lateral. CH = Cast n rilled Hole C = Cast n teel hell NA = Not Applicable AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC A VON NGNRNG RVC RUCUR GN CALFORNA PARMN RANPORAON GN BRANCH 8 BRG NO. KLOMR PO BRGHA RUCUR NX O RVON A H UN: 3593 RGAR PRN BARNG ORGNAL CAL N MLLMR FOR RUC ARLR RVON A PROJC NUMBR & PHA: , 1 CONRAC NO.: X URNAM => s A PLO => 10-C-2015 M PLO => RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-b-itp.dgn

3 Bearing e Lead Cored H (mm) 343 Z (mm) 686 (mm) 686 Vertical Compression tiffness (min) eismic Lateral Force, F (ee Note 3) Maximum eismic Lateral isplacement, (ee Note 4) Non-eismic Lateral Force (ee Note 5) Maximum Non-eismic Lateral isplacement (ee Note 6) Minimum Post-lastic tiffness, Kp Minimum lastic tiffness, Ke Minimum Yield Force, Fy Rotation (L+LL) Maximum ead Load Maximum Live Load Maximum eismic Overturning Force - -F LARAL FORC, KN 755 KN/mm 118,640 KN-mm 294 KN mm 89 KN 13 mm 0.96 KN/mm 9.6 KN/mm 111 KN 0.45^ 9 KN 65 KN 570 KN LARAL NO: PLACMN, mm 1.he Contractor must verify all controlling field dimensions before ordering or fabricating any material. 2. C Min - he min nergy issipated per cycle associated with the Maximum eismic Lateral Force. C min equals the area within the Hysteresis Loop. 3. eismic Lateral Force, F - he eismic Lateral Force transferred through the solator 4. Maximum eismic Lateral isplacement - he esign Lateral isplacement, for the solator Bearing. 5. Non-eismic Lateral Force - he Non-eismic Lateral Force transferred through the solator Bearing. 6. Maximum Non-eismic Lateral isplacement - he Maximum Lateral solator isplacement due to Non-eismic Load. 7. solator Bearings shall be designed to meet the requirements shown on the solator Bearing Performance Criteria able. R BARNG LVAON 1:5 CON A-A 1:5 OLAOR BARNG GN AL QUAN ALL MNON AR N MLLMR UNL OHR HON RUCUR GN AL H (X) (RV ) 57 H 25 Min MLL OP PLA O BAR A A MOUNNG FX O OP AN BOOM OLAOR BARNG. MLL BOOM PLA O BAR Z 57 BARNG LA COR BARNG OLAOR BARNG MNON ABL R COUNY ROU KLOMR PO OAL PROJC H No. OAL H RGR CVL NGNR A APPROVAL A he tate of California or its officers or agents A CALFORNA PARMN RANPORAON BRG NO. KLOMR PO ORGNAL CAL N MLLMR FOR RUC UN: 3593 RGAR PRN BARNG ARLR RVON A RVON A H PROJC NUMBR & PHA: , 1 CONRAC NO.: X FL => sfobb_bridgehead-c-isobrngdet01.dgn A O AL FORNA CVL G NG N R 04 F 80 AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC VON NGNRNG RVC RUCUR GN GN BRANCH 8 RAF YONG PL KM xp Allaoua Kartoum on Lee BRGHA RUCUR OLAON BARNG AL F C Min (ee Note OLAOR BARNG PRFORMANC CRRA ABL LARAL FORC / PLACMN CHARACRC AN HYR LOOP No cale Fy Kp Ke LGN: Ke = lastic tiffness Kp = Post-lastic tiffness K = F/ eff K eff URNAM => s A PLO => 10-C-2015 M PLO => 11:51

4 COUNY ROU KLOMR PO OAL PROJC H OAL No. H BRGHA 04 F 80 LHR ON H RUCUR FOR AL lev m lev m lev. 60.m RGR CVL NGNR A APPROVAL A he tate of California or its officers or agents G R YONG PL KM xp A O CVL AL FORNA NG N R CABL RALNG XNG COLUMN XNG COLUMN LGN: ndicates xisting tructure ndicates New Construction NGALL CABL RALNG lev m CABL RALNG PLCAP NGALL NGALL PLCAP CONCR LAB OLAON BARNG RAF C V A-A C -1% OG CURAN ALL PLCAP OG mm NON PL 1372 mm COMPRON PL V B-B 1067 mm COMPRON PL CURAN ALL CON - NO: 1. For "V P-P", "V Q-Q" and "V R-R", see "OUH BRGHA - AL NO. 4" sheet. 2. For "CON -", see "OUH BRGHA - AL NO. 3" sheet. P Q P B BRGHA R A Q NO: Cable Railing not shown for clarity. ALL MNON AR N MLLMR UNL OHR HON R B XNG COLUMN 6370 A GN AL QUAN 4 ORGNAL CAL N MLLMR FOR RUC 4 CON C-C 3725 A CONCR VO CALFORNA PARMN RANPORAON CONCR LAB VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 CON - BRG NO. KLOMR PO OLAON BARNG AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR OUH BRGHA - AL NO. 1 RGAR PRN BARNG RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet01.dgn

5 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 RAF RGR CVL NGNR APPROVAL A A G R YONG PL KM xp NG N R he tate of California or its officers or agents CVL A O AL FORNA OP RNFORCMN BOOM RNFORCMN LGN: #36 OAL 2 PR 230 H K ndicates New Construction ndicates bundled bars LM RANVR Max BOH AY LM #32 RANVR 300 F ALL MNON AR N MLLMR UNL OHR HON 1: GN AL H #29 OAL 8 PR BAY #29 BUNL OAL 16 PR BAY 300 QUAN K ORGNAL CAL N MLLMR FOR RUC G G G G F FOR # Max BOH AY 600 FOR A CALFORNA PARMN RANPORAON CON G-G No cale VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH mm FLL, #13 ot 8, CON BN GRR PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO 100 mm 300 CON H-H AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC RGAR PRN BARNG No cale NO: For "CON F-F" and "CON K-K", see " OUH BRG HA AL NO. 3" sheet. 4 #13 ot 10, CON BRGHA RUCUR OUH BRGHA - AL NO. 2 RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet02.dgn

6 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 #36 O 2 #29 PR 230 RGR CVL NGNR APPROVAL A A G R YONG PL KM xp NG N R mm FLL, he tate of California or its officers or agents CVL A O AL FORNA #29, ot NO: 4 4 CON F-F 1372 For the location of "CON -", see "OUH BRGHA - AL NO. 1" sheet. 1: # #25 #43 ot #29 ot 10 (BUNL) #32 ot 20 (BUNL) 300 A CURAN ALL HON OUH CURAN ALL AL AR MLAR CON Q-Q 1:10 PP X PP 1372 X 22 # RAF CON P-P (C2 & C3) 1:10 CON P-P (C1) 1: MAX BOH AY 75 Q mm C PL CON. #29 ALL MNON AR N MLLMR UNL OHR HON 800 FOR # FOR #43 P GN AL QUAN P CON K-K ORGNAL CAL N MLLMR FOR RUC 225 = mm (C1) CH PL H CANG, 1067 mm (C2 & C3) CH PL HOU CANG 1: = A CALFORNA PARMN 4 VON NGNRNG RVC UN: 3593 RUCUR GN #29 GN BRANCH 8 PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR OUH BRGHA - AL NO. 3 RGAR PRN BARNG CON - 1:20 RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet03.dgn

7 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 RAF RGR CVL NGNR A APPROVAL A he tate of California or its officers or agents G R YONG PL KM xp A O CVL AL FORNA NG N R LGN: ndicates New Construction CABL RALNG CABL RALNG CABL RALNG B3-6 GUR NGALL V P-P 1: OP PLCAP OP PLCAP V R-R 1: 400 CONRUCON JON CABL RALNG 24 NGALL ALL MNON AR N MLLMR UNL OHR HON V Q-Q 1: GN AL QUAN OP PLCAP ORGNAL CAL N MLLMR FOR RUC A CALFORNA PARMN RANPORAON 1:20 VON NGNRNG RVC UN: 3593 CON - RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO OP ALL OP PLCAP 200 NO: PRVOU BACKFLL * CON - AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR RGAR PRN BARNG 1:20 OP PLCAP * Bottom of the pervious backfill shall slope down at 2% minimum from the north west corner. OUH BRGHA - AL NO. 4 RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet04.dgn

8 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 RGR CVL NGNR A RAF APPROVAL A he tate of California or its officers or agents LGN: G R YONG PL KM xp A O CVL AL FORNA NG N R ndicates xisting tructure ndicates New Construction 300 LM PRVOU BACKFLL ** -2% * GUR B3-6 LM PRVOU BACKFLL % * 300 ALL MNON AR N MLLMR UNL OHR HON Y -2% * LM PRVOU BACKFLL ** Y - GUR LAYOU 1:80 GN AL QUAN LGN: ORGNAL CAL N MLLMR FOR RUC * lope of the bottom of the backfill ** all drain with pipe dome 100 A CALFORNA PARMN RANPORAON 3 - X 0-1% Min 100MM PLAC PP B3-6 VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 CABL RALNG PP OM CON - 1:80 BRG NO. KLOMR PO OP NGALL NO: "CON Y-Y" is similar to "CON -" but mirrored. AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR RGAR PRN BARNG GUR B3-6 OP PLCAP OUH BRGHA - AL NO. 5 RVON A ARLR RVON A CONRAC NO.: X 8 11 H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet05.dgn

9 COUNY ROU KLOMR PO OAL PROJC H OAL No. H LGN: 04 F 80 ndicates xisting tructure ndicates New Construction RGR CVL NGNR 300 ALONG H G, RAF 16 X 457 F ANCHOR BOL, OAL 12 3 PR CORNR (AM FOR BOOM ) APPROVAL A he tate of California or its officers or agents Brg G R YONG PL KM xp A O CVL AL FORNA NG N R 3 - #29 ALONG H G, CON - 1:20 CONCR LAB PLAFORM BOOM GROU PA Min OLAON BARNG lev m BARNG #29 CONCR LAB PLAFORM BOHAY OP & BOOM H/3 #29, 3 ON ACH H=VAR BN 118 & 248 LVAON 2 Min LOPNG PLCAP 135 BOH AY 3170 Brg H/ OLAON BARNG LAYOU 1:80 ALL MNON AR N MLLMR UNL OHR HON GN AL QUAN ORGNAL CAL N MLLMR FOR RUC PLCAP CONCR LAB PLAFORM LAYOU 1:80 A CALFORNA PARMN RANPORAON VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO BOH AY BARNG PLAFORM 1:10 AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR RGAR PRN BARNG OLAON BARNG Brg MOUNNG PLA OUH BRGHA - AL NO. 6 RVON A ARLR RVON A CONRAC NO.: X 9 11 H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-d-ssdet06.dgn

10 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 RGR CVL NGNR A APPROVAL A G R YONG PL KM xp NG N R he tate of California or its officers or agents CVL A O AL FORNA BRGHA LHR ON H RUCUR FOR AL lev m LGN: ndicates xisting tructure ndicates New Construction lev m lev. 60.m XNG COLUMN ( NO 1) RAF OG lev m 900 FOONG LVAON BRGHA XNG BN 10AL FOONG XNG BN 44 COLUMN ALL MNON AR N MLLMR UNL OHR HON GN AL QUAN XNG MANHOL Nora Kyo ORGNAL CAL N MLLMR FOR RUC NO: 1. he bridgehead structure and its footing shall be built around the existing bridge column. A CALFORNA PARMN RANPORAON VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC BRGHA RUCUR NORH BRGHA - AL NO. 1 RGAR PRN BARNG RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-l-nsdet01.dgn

11 COUNY ROU KLOMR PO OAL PROJC H OAL No. H 04 F 80 XNG MANHOL 6 - #25 X 300 HORZONALLY AN VRCALLY (OAL 300 N BOH RCON FOR OP RNFORCMN, AN 300 N BOH RCON FOR BOOM RNFORCMN RGR CVL NGNR APPROVAL A A G R YONG PL KM xp NG N R he tate of California or its officers or agents CVL A O AL FORNA 2 Min XNG MANHOL 300 Max VRCALLY M M 3 - #25 X 300 VRCALLY (OAL 9) 300 Max VRCALLY N N XNG MANHOL 1:40 XNG BN 44 COLUMN XNG BN 10AL FOONG 75 XNG 300 N BOH RCON ALL MNON AR N MLLMR UNL OHR HON 300 Max VRCALLY 3 - #25 X 300 HORZONALLY AN VRCALLY (OAL 9) GN AL QUAN CON N-N Nora Kyo 1:40 CON M-M 1:40 ORGNAL CAL N MLLMR FOR RUC A CALFORNA PARMN RANPORAON 300 N BOH RCON 300 N BOH RCON FOR BOOM RNFORCMN 300 N BOH RCON FOR BOOM RNFORCMN VON NGNRNG RVC UN: 3593 RUCUR GN GN BRANCH 8 PROJC NUMBR & PHA: , 1 BRG NO. KLOMR PO LGN: AN FRANCCO-OAKLAN BAY BRG A PAN MC AFY PROJC RGAR PRN BARNG RAF ndicates xisting tructure ndicates New Construction BRGHA RUCUR NORH BRGHA - AL NO. 2 RVON A ARLR RVON A CONRAC NO.: X H URNAM => s A PLO => 10-C-2015 M PLO => 11:51 RUCUR GN AL H (X) (RV ) FL => sfobb_bridgehead-l-nsdet02.dgn

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

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 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