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0 5 Miles

Project Site

EXHIBIT A - PROJECT VICINITY MAP San Francisco-Oakland Bay BridgeEast Span Seismic Safety Project

Santa Venetia

Fairfax San RafaelSan 101

Anselmo Ross

Kentfield

Larkspur

M a r i n C o u n t y Corte Madera

Mill Valley Tiburon

1 Sausalito

SanPablo

Richmond

Rodeo Hercules

Pinole 80

C o n t r a El Cerrito

Albany

Berkeley

123

24

C o s t a

Orinda

Martinez

C o u n t y

Lafayette

Moraga

ViH

neill

PleasantHill

4

242

Concord

Walnut Creek

680

Alamo

980 Piedmont

Danville

Alameda 260 Oakland 13

35

280 San Francisco

101 Daly City

Brisbane 82 Colma S a n

M a t e o C o u n t y South San Francisco

61 580 A l a m e d a C o u n t y 185

880

Castro Valley San

Leandro 238 San

Lorenzo Fairview 92

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0 1 Miles

Oakland Touchdown New East Span Treasure

Island

80 Original East Span

YerbaBuena Island

EXHIBIT B - SFOBB PROJECT AREASan Francisco-Oakland Bay BridgeEast Span Seismic Safety Project

AECOM Oakland CA 11/15/2017 USER eli.popuch PATH C:\Users\eli.popuch\Documents\SFOBB\TakeHome_20170818\Maps\PierFooting_Compliance\YerbaBuenaIsland_PierE2.mxd

New East Span

0 500 Feet

Yerba BuenaIsland

Pier E2

US CoastGuard Station

0 2Mi

TreasureIsland Oakland

Touchdown

Buena Yerba

80 Island 880

Map Location

San Francisco-Oakland Bay BridgeEast Span Seismic Safety Project

EXHIBIT C: PIER E2 PROJECT AREA

Oakland

Alameda

TO BE REMOVED

TO BE RETAINED

EXISTING CONDITIONS SCALE COMPARISON

175’

85’

55’

PIER 4 3

SITE CONDITIONS PIER 43 SCALE

120’

41’ 120’

10’ N G V D 29

PIER E 2

PROPOSED DEMOLITION PIER E2 SCALE

EXHIBIT D

BIKE ACCESS

VIEW OF BAY BRIDGE TRAIL LANDING

OAKLAND ROUTE-BIKE

TREASURE ISLAND-BIKE

EXHIBT E

BCDC

MHW LEGEND: DEDICATED PUBLIC ACCESS AREA

E

NEW DEDICATED PUBLIC ACCESS AREAS BY JURISDICTION

EXHIBIT F

INTERIM PLAN @ INSTALLATION RESTORATION SITE 11*

* APPROXIMATE LOCATION; REFER TO CALTRANS PLAN SET SHEET L-1 FOR BOUNDARIES

LEGEND: FORMER NAVY LANDFILL

PIER RETENTION:

40' 20' 0' 40' 120'

EXHIBIT G

2'-0

" TYP

.

6'-8

"

8'-0

" 8'

-9"

8'-0"

3'-0"

20'-0

"

R15'-0"

9'-0"

R15'-0"

R40

'-0"

YBI PARKING PLAN - INTERIM BUILD-OUT

7

SITE 11 BOUNDARY 10

3

4 5

12

6

2

8 1

9

LEGEND: 1 6’ WIDE POROUS CONCRETE SIDEWALK 2 6’ WIDE GRAVEL PATH 3 6’-8’ WIDE PERMEABLE HARD SURFACE PATH 4 8’ POROUS CONCRETE SIDEWALK 5 ADA PARKING 6 ADA DROP-OFF 7

8

SECURITY FENCE TEMPORARY FENCE

PIER RETENTION:

9 SWING GATE 15' 7.5' 0' 15' 30'

10 PARALLEL PARKING (13 SPACES) 11 BIKE PARKING EXHIBIT H 12 SECURITY BOLLARDS

11

YBI PARKING PLAN - FULL BUILD OUT CONCEPTUAL DESIGN

2

8

LEGEND:

1 6’-8’ WIDE SIDEWALK 2 24’ WIDE ENTRY ROAD 3 6’ WIDE PEDESTRIAN PATH 4 VEHICULAR PARKING 5 ADA PARKING 6 ADA VAN PARKING 7 ADA DROP-OFF 8 PLANTING AREA 9 WAYFINDING SIGNAGE

15

8

1

4

13

3

8

16

8

10 BENCH 11 TRASH/RECYCLING/COMPOST

RECEPTACLES 12 BIKE RACKS 13 BIOFILTRATION BASIN 14 SWING GATE 15 SECURITY FENCE 16 PROPERTY FENCE WITH

SECURITY SIGNAGE

7

8

9 10

11

12 5 6 5

14

PIER RETENTION:

15' 7.5' 0' 15' 30'

EXHIBIT I

YBI PIER PLAN-FULL BUILD-OUT

7

9

3 5

7 10

8

3 74

6 2

8

7

LEGEND:

1 12’ SHARED PATH/MAINTENANCE ROAD 2 SLOPED WALKWAY 3 SEAT STEPS

1 4 RE-PURPOSED STEEL AND WOOD COUNTER WITH BAR SEATING 5 BENCHES 6 COMMUNAL TABLE

11 7 INTERPRETIVE SIGNAGE 8 RAILINGS WITH INTEGRATED LIGHTING 9 PEDESTRIAN LIGHTING 10 TREE PIER RETENTION: 11 BIKE RACKS

15' 7.5' 0' 15' 30'

EXHIBIT J

VIEWS - YBI FINAL BUILD-OUT

EXHIBIT K

VIEWS - YBI FINAL BUILD-OUT

EXHIBIT L

VIEWS - YBI FINAL BUILD-OUT

EXHIBIT M

VIEWS - YBI FINAL BUILD-OUT

EXHIBIT N

BFE = BASE FLOOD ELEVATION (1% ANNUAL CHANCE) MHHW = MEAN HIGHER HIGH WATER MSL = MEAN SEA LEVEL SLR = SEA LEVEL RISE MLLW = MEAN LOWER LOW WATER

EXE

EX

DESIGN FOR SEA LEVEL RISE

EXHIBIT O

TYPICAL SECTION

� BRIDGE

�" = 1'-0"

LI

NE

@

CE

NT

ER

CIP

DE

CK

(Min)

CIP

DE

CK

RAILINGPEDESTRIAN

3 SPACES @ 5'-0" = 15'-0"

ADJACENT BOX BEAM4'-0" X 5'-0" PRECAST

PROFILE GRADE

A

TEXTURESTIFF BROOM

B C

5†

"

9'-6"9'-6"

Typ

8"

Typ

5�"

6�

"

Typ

6"

Typ

11"

7�

"

Typ

2'-0"

BOTH WAYS#5 @ 12

Typ3" FILLET,

TO SEAL JOINTSWHERE REQUIRED INSERT BACKER ROD

RAILINGPEDESTRIAN

� BRIDGE

DECKTOP OF BRIDGE

1" = 1'-0"

TYPICAL SECTION

#5 TOTAL 5

1'-0"

1'-7"

Typ

IN 9" DEEP HOLE,

DRILL AND BOND

#5 @ 12

Typ

6"

STRUCTURE DESIGN

DIVISION OF ENGINEERING SERVICES

S

TATE

OF CALIFOR

IAN

RE

EN

IG

NE

LANOSS IEFOR

P

E

D

RE

TS

IG

ER

No.

Exp.

CIVIL

0 1 2 3

DESIGN BRANCH

SHEET OF

STATE OF

CALIFORNIADEPARTMENT OF TRANSPORTATION

04-013584

DATE PLOTTED => 25-APR-2018

FILE => 34-0190z-k-typ_sect.dgn

TIME PLOTTED => 13:34

s134003USERNAME =>

BRIDGE No.

POST MILE

CONTRACT No.:EARLIER REVISION DATES

DISREGARD PRINTS BEARINGREVISION DATES

PROJECT NUMBER & PHASE:

UNIT:

REDUCED PLANS

IN INCHES FOR

ORIGINAL SCALE

CHECKED

CHECKED

CHECKED

DESIGN

BY

BY

BY

QUANTITIES

DETAILS

COUNTY ROUTETOTAL PROJECT

POST MILESNo.

SHEETSHEETSTOTAL

REGISTERED CIVIL ENGINEER DATE

PLANS APPROVAL DATE

COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR

THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS

Dist

(ENGLISH) (REVISION 3/17/2017)

STRUCTURES DESIGN DETAIL SHEET

YERBA BUENA ISLAND OBSERVATION DECK

8

10

Carlo Cancino

Randip Bains

3593

04 80

TYPICAL SECTION

0416000289, 1 12-18-17 02-22-18

RANDIP S BAINS

C64172

06-30-19

Kuldeep Charan

Kiewit / Mason Chris Traina

03-16-18 13

81SF, Ala0.9/1.48.0/8.3

03-23-18

R8.26

34-0190Z

1

Typƒ" DRIP GROOVE,

Typƒ" DRIP GROOVE,

-1% AND VARIES-1% AND VARIESTyp

2�

" Clr

Typ

2�

" Clr

B7-1

B7-1

-1% AND VARIES -1% AND VARIES

12"

4'-6�

"

For Pedestrian Railing Details, see "ROADWAY PLANS".

NOTE:

1

2

3

47R1

03-23-18

Kuldeep Charan

SHEET OF

MARK DATECIVIL

Exp.

No.

REGISTERED CIVIL ENGINEER:

REVISION(S) DESCRIPTION

DATE:

DES CHK DET

-

2

1

- - -

RB KC CC

RB KC CC

RB KC CC

-

04-18-18

04-18-18 Callout modified

Dimensions added and deleted

Note added

-

04-25-18

RANDIP S BAINS

C64172

06-30-19

CHANGE ORDER No.

3 04-18-18

EXHIBIT P

New East Span

0 500 Feet

Historic Key Building Pier E23 Historic Mole SubstationPier E22

Pier E21 Pier E20

Pier E19

Oakland Touchdown 0 2Mi

TreasureIsland Oakland

Touchdown

Buena Yerba

80 Island 880

Map Location

San Francisco-Oakland Bay BridgeEast Span Seismic Safety Project EXHIBIT Q: PIER E19 - E23 PROJECT AREA

Oakland

Alameda

E19 E20 E21 E22 E23

E23

EXISTING CONDITIONS

EXHIBIT R

BCDC

MHW

NEW DEDICATED PUBLIC ACCESS AREAS BY JURISDICTION

EXHIBIT S

OAKLAND PLAN - FINAL BUILD-OUT*

7 9 5

7 4

2 3 2 7 3 2

8 2

8 97 5 3 2 5 7

2 26

1 5 7

LEGEND: 6 FLEX SPACE

1 RE-PURPOSED STEEL AND CONCRETE COUNTER WITH BAR SEATING 7 TRIPLE STREAM WASTE RECEPTACLES 2 BENCHES 8 RAILINGS WITH INTEGRATED LIGHTING 3 BENCHES WITH BACKREST 9 PEDESTRIAN LIGHTING 4 PICNIC TABLE 10 BIKE RACKS 5 INTERPRETIVE SIGNAGE PANEL 11 REPURPOSED BAY STEEL BARRIER RAIL

*Final layout subject to change EXHIBIT T

OAKLAND PLAN - FINAL BUILD OUT*

11

8 7

8

11

LEGEND:

1 RE-PURPOSED STEEL AND CONCRETE COUNTER WITH BAR SEATING 2 BENCHES 3 BENCHES WITH BACKREST 4 PICNIC TABLE 5 INTERPRETIVE SIGNAGE PANEL

10

6 FLEX SPACE 7 TRIPLE STREAM WASTE RECEPTACLES 8 RAILINGS WITH INTEGRATED LIGHTING 9 PEDESTRIAN LIGHTING 10 BIKE RACKS 11 REPURPOSED BAY STEEL BARRIER RAIL

*Final layout subject to change EXHIBIT U

OAKLAND ACCESS

LEGEND: PROPOSED PEDESTRIAN AND BICYCLE SHARED ACCESS PATH PROPOSED CROSSWALK

EXHIBIT V

DESIGN FOR SEA LEVEL RISE

EXHIBIT W

VIEWS - OAKLAND - FINAL BUILD OUT

EXHIBIT X

VIEWS - OAKLAND - FINAL BUILD OUT

EXHIBIT Y

„" = 1'-0"

DECK

B

B

A

A

ELEVATION

Elev 4.8±

Elev 0.00

Elev 29.6±

„" = 1'-0"

PLAN

C

C

Elev 18.98 Elev 18.98

Elev 18.91Elev 18.91

2'-6"±

2'-6"±

SEE "DETAIL E"

-1%-1%0% 0%

0%

(FLAT) (FLAT)

0%

46'-0"

82'-8"±

20'-8"±

45'-0"

3'-0"

„" = 1'-0"

SECTION B-B

20'-8"±

� PIER

SEE "DETAIL C"

3'-0"

21'-6"

6"6"

1'-6"1'-0"

14'-1"±

15'-†"

18'-8"

„" = 1'-0"

SECTION A-A

20'-8"±

� PIER

SEE "DETAIL D"

2'-11"

1'-4"

6"

1'-0"

2"

1'-6"

1'-6"

1'-0"

3'-6"

13'-6†"

STRUCTURE DESIGN

DIVISION OF ENGINEERING SERVICES

S

TATE

OF CALIFOR

IAN

RE

EN

IG

NE

LANOSS IEFOR

P

E

D

RE

TS

IG

ER

No.

Exp.

CIVIL

0 1 2 3

DESIGN BRANCH

SHEET OF

STATE OF

CALIFORNIADEPARTMENT OF TRANSPORTATION

04-013584

DATE PLOTTED => 01-MAY-2018

FILE => 33-0762z-e-exist_pier_e21_det01.dgn

TIME PLOTTED => 14:29

s134003USERNAME =>

BRIDGE No.

POST MILE

CONTRACT No.:EARLIER REVISION DATES

DISREGARD PRINTS BEARINGREVISION DATES

PROJECT NUMBER & PHASE:

UNIT:

REDUCED PLANS

IN INCHES FOR

ORIGINAL SCALE

CHECKED

CHECKED

CHECKED

DESIGN

BY

BY

BY

QUANTITIES

DETAILS

COUNTY ROUTETOTAL PROJECT

POST MILESNo.

SHEETSHEETSTOTAL

REGISTERED CIVIL ENGINEER DATE

PLANS APPROVAL DATE

COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR

THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS

Dist

(ENGLISH) (REVISION 3/17/2017)

STRUCTURES DESIGN DETAIL SHEET

OAKLAND SHORE OBSERVATION DECK

8Carlo Cancino

Randip Bains

3593

0416000289, 1

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR MUST VERIFY ALL CONTROLLING FIELD

NOTE:

LEGEND:

Indicates existing

02-09-18

RANDIP S BAINS

C64172

06-30-19

04 80

Kuldeep Charan

EXISTING PIER E21 DETAILS No. 1

6

PEDESTRIAN RAILING NOT SHOWN.

NOTE:

Kiewit / Mason Chris Traina

EXISTING PIER E21 DETAILS No. 3" sheet.2. For "DETAIL E" and "SECTION C-C", see

PIER E21 DETAILS No. 2" sheet.1. For "DETAIL C" and "DETAIL D", see "EXISTING

NOTES:

03-13-18 03-19-18 31

81SF, Ala0.9/1.48.0/8.3

03-23-18

33-0762Z

R0.96

3'-10"

2

1

1

56R1

3'-10"

1'-0"

1'-0"-0.25

%

1

03-23-18

Kuldeep Charan

� BRIDGE

@ � PIERElev 18.84

� BRIDGE

� PIER

2"

3

SHEET OF

MARK DATECIVIL

Exp.

No.

REGISTERED CIVIL ENGINEER:

REVISION(S) DESCRIPTION

DATE:

DES CHK DET

-

3

2

1

- - -

RB KC CC

RB KC CC

-

04-16-18

04-16-18 Design and details modified

Detail callout enlarged

-

05-01-18

RANDIP S BAINS

C64172

06-30-19

CHANGE ORDER No.

RB KC CC04-16-18 SECTION C-C cut modified

EXHIBIT Z