ENSLEY ENGINEER YARD_ EAST CONNECTOR BRIDGE DRAWINGS.pdf

PDF 12 MB Posted Sep 17, 2026

Attached to: Ensley Engineer Yard East Connector Bridge
Solicitation number: W912EQ26BA005
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

About this file

Written by GovTribe AI · Sep 17, 2026

Summary: East Connector Bridge Design and Fabrication Documents

This document set comprises comprehensive design drawings and specifications for the fabrication and transportation of the East Connector Bridge at Ensley Engineer Yard in Memphis, Tennessee. The project is a U.S. Army Corps of Engineers initiative (MDC Project Number 3054) and represents a complete set of structural design plans for a floating connector bridge system spanning McKellar Lake and the Mississippi River.

The East Connector Bridge consists of four primary structural components: a landside span, a waterside span, a middle support fixed base, and a middle support float. The fabrication contract encompasses all steel work, including structural piping, tubes, plates, bolts, welds, and marine composite materials. The design incorporates dual floating spans with wheel-supported movement mechanisms, hinge assemblies for transition plates, traffic barriers, pedestrian guardrails, utility racks for electrical and mechanical systems, and associated appendages. Vertical design loads include AASHTO HL-93 vehicle loading, pedestrian live loads of 75 PSF, and specialized equipment loads (forklifts, telehandlers, mobile cranes, water trucks). Horizontal design loads account for 115 MPH wind speeds, river current flow conditions, and seismic considerations with Risk Category IV classification. All structural steel work must conform to AISC standards, AASHTO specifications, AWS welding codes, and applicable marine engineering standards. The contractor is responsible for deadweight surveys, hydrostatic and tightness testing of watertight compartments, and field coordination with the owner regarding water-based delivery locations. The design is issued in draft status for bidding purposes.

View the file

Other files

File	Type	Posted
Solicitation Amendment W912EQ26BA0050002 SF 30 - Issued.pdf	PDF	Oct 7, 2026
Solicitation Amendment W912EQ26BA0050001 SF 30.pdf	PDF	Sep 17, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9G -0

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

ENSLEY ENGINEER YARD: EAST CONNECTOR BRIDGE

MEMPHIS, TENNESSEE

MDC PROJECT NUMBER: 3054

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT DESIGN TEAM

2185 N. CALIFORNIA BLVD,

SUITE 500

WALNUT CREEK, CA 94596

PHONE: (925) 944-5411

3312 WINBROOK DR,

MEMPHIS, TN 38116

PHONE: (901) 353-1981

GOOGLE EARTH 2021

1201 WESTERN AVENUE, SUITE 200

SEATTLE, WASHINGTON 98101

PHONE: (206) 624-7850 GLOSTEN.COM

17800 NEWHOPE STREET, SUITE B

FOUNTAIN VALLEY, CA 92708

PHONE: (714) 751-3826

MCKELLAR LAKE

LOCATION MAP

NTS

VICINITY MAP

NTS

ENSLEY

ENGINEER YARD

NEARMAP 2021

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

G-001

JIM BRADY

AZADEH BOZORGZADEH

NOTES:

1. THIS CONTRACT IS FOR FABRICATION AND TRANSPORTATION OF THE

EAST CONNECTOR BRIDGE, OTHER ITEMS ARE NOT IN THIS CONTRACT &

SHOWN FOR INFORMATION ONLY.

2. CONTRACTOR TO COORDINATE DELIVERY LOCATION (ON WATER) WITH

THE OWNER.

DRAFT

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9G -0

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

INDEX OF DRAWINGS

STRUCTURAL

9 S-001 STRUCTURAL NOTES

10 S-101 CONNECTOR BRIDGE BARRIER AND GUARDRAIL PLAN SHEET 1 OF 4

11 S-102 CONNECTOR BRIDGE BARRIER AND GUARDRAIL PLAN SHEET 2 OF 4

12 S-103 CONNECTOR BRIDGE BARRIER AND GUARDRAIL PLAN SHEET 3 OF 4

13 S-104 CONNECTOR BRIDGE BARRIER AND GUARDRAIL PLAN SHEET 4 OF 4

14 S-110 CONNECTOR BRIDGE SPAN FRAMING SHEET 1 OF 3

15 S-111 CONNECTOR BRIDGE SPAN FRAMING SHEET 2 OF 3

16 S-112 CONNECTOR BRIDGE SPAN FRAMING SHEET 3 OF 3

17 S-115 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT FRAMING PLANS

18 S-116 CONNECTOR BRIDGE MIDDLE SUPPORT FIXED BASE PLAN AND ELEVATION

19 S-201 CONNECTOR BRIDGE BARRIER AND GUARDRAIL ELEVATION SHEET 1 OF 4

20 S-202 CONNECTOR BRIDGE BARRIER AND GUARDRAIL ELEVATION SHEET 2 OF 4

21 S-203 CONNECTOR BRIDGE BARRIER AND GUARDRAIL ELEVATION SHEET 3 OF 4

22 S-204 CONNECTOR BRIDGE BARRIER AND GUARDRAIL ELEVATION SHEET 4 OF 4

23 S-301 CONNECTOR BRIDGE SECTIONS

24 S-302 CONNECTOR BRIDGE SPAN SECTIONS AND DETAILS SHEET 1 OF 2

25 S-303 CONNECTOR BRIDGE SPAN SECTIONS AND DETAILS SHEET 2 OF 2

26 S-304 CONNECTOR BRIDGE END ELEVATIONS

27 S-308 CONNECTOR BRIDGE CRADLE PLAN AND SECTIONS

28 S-310 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT SECTIONS 1 OF 3

29 S-311 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT SECTIONS 2 OF 3

30 S-312 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT SECTIONS 3 OF 3

31 S-320 CONNECTOR BRIDGE MIDDLE SUPPORT FIXED BASE SECTIONS 1 OF 2

32 S-321 CONNECTOR BRIDGE MIDDLE SUPPORT FIXED BASE SECTIONS 2 OF 2

33 S-333 CONNECTOR BRIDGE ABUTMENT RUNWAY & HOLD-DOWN SECTIONS & DETAILS

34 S-516 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT - GUIDE PILE CONNECTION

35 S-520 CONNECTOR BRIDGE SPAN DETAILS 1 OF 5

36 S-521 CONNECTOR BRIDGE SPAN DETAILS 2 OF 5

37 S-522 CONNECTOR BRIDGE SPAN DETAILS 3 OF 5

38 S-523 CONNECTOR BRIDGE SPAN DETAILS 4 OF 5

39 S-524 CONNECTOR BRIDGE SPAN DETAILS 5 OF 5

40 S-530 CONNECTOR BRIDGE SPAN CRADLE DETAILS

41 S-540 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT RUB BLOCK DETAILS

42 S-541 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT DETAILS

43 S-550 CONNECTOR BRIDGE MIDDLE SUPPORT FLOAT CONNECTION DETAILS

44 S-560 CONNECTOR BRIDGE MIDDLE SUPPORT FIXED BASE DETAILS 1 OF 2

45 S-561 CONNECTOR BRIDGE MIDDLE SUPPORT FIXED BASE DETAILS 2 OF 2

SHEET

SEQ. NO.

SHEET

REF NO. SHEET NAME

GENERAL

1 G-001 TITLE SHEET

2 G-002 DRAWING INDEX

3 G-003 GENERAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS

4 G-101 EXISTING PLAN

5 G-102 LAYOUT PLAN

CIVIL

6 C-110 EAST CONNECTOR BRIDGE PLAN

7 C-210 EAST CONNECTOR BRIDGE PROFILES

8 C-500 CONNECTOR BRIDGE SECTIONS

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

EBD

G-002

JIM BRADY

AZADEH BOZORGZADEH

SHEET

SEQ. NO.

SHEET

REF NO. SHEET NAME

46 S-570 CONNECTOR BRIDGE - LANDING BARGE TRANSITION PLATE DETAILS 1 OF 2

47 S-571 CONNECTOR BRIDGE - LANDING BARGE TRANSITION PLATE DETAILS 2 OF 2

48 S-572 CONNECTOR BRIDGE - MIDDLE SUPPORT FLOAT TRANSITION PLATE DETAILS

49 S-580 CONNECTOR BRIDGE TRAFFIC BARRIER DETAILS 1 OF 2

50 S-581 CONNECTOR BRIDGE TRAFFIC BARRIER DETAILS 2 OF 2

51 S-584 PEDESTRIAN GUARDRAIL DETAILS

52 S-585 TRAFFIC BARRIER AT ABUTMENT DETAILS

53 S-586 PEDESTRIAN GUARDRAIL AT ABUTMENT DETAILS

54 S-587 LANDING BARGE TRANSITION PLATE BARRIER AND RAIL DETAILS

55 S-588 CONNECTOR BRIDGE UTILITY RACK DETAILS 1 OF 4

56 S-589 CONNECTOR BRIDGE UTILITY RACK DETAILS 2 OF 4

57 S-590 CONNECTOR BRIDGE UTILITY RACK DETAILS 3 OF 4

58 S-591 CONNECTOR BRIDGE UTILITY RACK DETAILS 4 OF 4

59 S-592 MIDDLE SUPPORT FLOAT UTILITY RACK DETAILS

60 S-593 ABUTMENT UTILITY RACK DETAILS

61 S-597 MISCELLANEOUS DETAILS

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9G -0

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y

GENERAL NOTES:

1. DATUM

1.1. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83)

1.2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. ALL WORK IS NEW UNLESS NOTED AS EXISTING (E).

3. ALL PARTS SHIPPED LOOSE SHALL BE ASSEMBLED IN THE SHOP TO CONFIRM FIT UP.

ABBREVIATIONS

& AND

@ AT

% PERCENT

± PLUS/MINUS

# SIZE NUMBER FOR REINFORCING BAR

ABUT ABUTMENT

AC ASPHALT CONCRETE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AS APPROACH SLAB

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BC BEGIN CURVE

BHD BULKHEAD

BOT BOTTOM

CB COLLAR BARGE

CL CENTERLINE

CIP CAST-IN-PLACE

CLR CLEAR

COMM COMMUNICATION

CJP COMPLETE JOINT PENETRATION

CONC CONCRETE

CONT CONTINUOUS

DESC DESCRIPTION

DIA, Ø DIAMETER

DWG DRAWING

(E) EXISTING

EA EACH

EB EAST CONNECTOR BRIDGE LINE

EC END CURVE

EEY ENSLEY ENGINEER YARD

EF EACH FACE

EHW EXTREME HIGH WATER

EL, ELEV ELEVATION

ELEC ELECTRICAL

ELW EXTREME LOW WATER

ES EACH SIDE

EQ EQUAL

EW EACH WAY

FFF FINISHED FLOOR ELEVATION

FG FINISH GRADE

FT FEET

FW FIRE WATER

FPS FOOT PER SECOND

GALV GALVANIZED

GB GRADE BREAK

GL GRID LINE

GSP GALVANIZED STEEL PIPE

GR GRADE

HD HEAD

HDG HOT-DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HS HIGH STRENGTH

HORIZ, H HORIZONTAL

ID INSIDE DIAMETER

JT JOINT

KSI KIPS PER SQUARE INCH

LB POUND

LG LONG

LT LEFT

LWRP LOW WATER RIVER PLANE

MAX MAXIMUM

MIN MINIMUM

MHHW MEAN HIGHER HIGH WATER

MLLW MEAN LOWER LOW WATER

MPH MILES PER HOUR

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(N) NEW

N NORTH

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NAVD NATIONAL AMERICAN VERTICAL DATUM

NIC NOT IN CONTRACT

NO.,# NUMBER, POUND

NSFS NEAR SIDE FAR SIDE

NTS NOT TO SCALE

OFF OFFSET

OC ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GRADE

OH OPPOSITE HAND

OPP OPPOSITE

PI POINT OF INTERSECTION

PL PLATE

PC PILE CLUSTER

PJP PARTIAL JOINT PENETRATION

POC POINT OF CURVATURE

PVC POLYVINYL CHLORIDE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENT

PW POTABLE WATER

R RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RT RIGHT

S SOUTH

SEQ. SEQUENCE

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SPA SPACES

SPEC SPECIFICATION

SS STAINLESS STEEL

ST STRING-OUT LINE

STA STATION

STD STANDARD

STIFF STIFFENER

SYMM SYMMETRICAL

T & B TOP AND BOTTOM

TOC TOP OF CURB

TOW TOP OF WALKWAY

TYP TYPICAL

UB UTILITY BARGE

UHMW ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE

UTM UNIVERSAL TRANSVERSE MECATOR

UON UNLESS OTHERWISE NOTED

VERT, V VERTICAL

W/ WITH

WP WORK POINT

WT BHD WATERTIGHT BULKHEAD

PROJECT FEATURE

EXISTING FEATURE

EXISTING CONTOUR

FINISH GRADE CONTOUR

SURVEY CONTROL POINT

WORK POINT

SOIL BORING

DEADMAN

LEGEND AND SYMBOLS

B-X

CROSS-REFERENCE LEGEND

SECTION IDENTIFICATION

SHEET WHERE

SHOWN

NOTE:

LETTER AND NUMBER COMBINATION INDICATE IDENTIFICATION OF SECTION,

DETAIL OR VIEW. IDENTIFICATION IS BASED ON THE LOCATION ON THE

SHEET WHERE SHOWN. WHEN REFERENCING DRAWING INFORMATION

BETWEEN SHEETS BOTH THE IDENTIFICATION AND THE SHEET ARE QUOTED

TOGETHER - EITHER IN CALLOUT FORMAT AS SHOWN ABOVE OR IN THE

FORM "VIEW NO./SHEET NO." (A1/S-101).

DETAIL/SECTION

IDENTIFICATION

WHERE SHOWN

(SEE NOTE)

DETAIL IDENTIFICATION

SHEET WHERE

SHOWN

234567

1234567

B2 C-102

A1 S-101

A5 S-303

SAMPLE VIEW TITLE

SCALE: NTS

SHEET WHERE

SECTION/DETAIL TAKEN

(SEE NOTE)

LOCATION ON SHEET

(SEE NOTE)

PHOTO IDENTIFICATION

SHEET WHERE

SHOWN

DIRECTION OF

THE PHOTO

CD101

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

G-003

JIM BRADY

AZADEH BOZORGZADEH

220 220 230230

180 180

166 168

176 174

168 166

N12744000

N12745000

N12746000

N12747000

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9G -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

EXISTING PLAN

SCALE: 1" = 200'

200' 0' 200' 400'

SCALE: 1''=200'

VESSEL LAUNCH

RAMP AREA

WEST RAMP

STRING-OUT

EAST RAMP

RAILROAD

TRESTLE

FOUNDATION

RIVERPORT ROAD

RAILROAD TRACK

W M

ITC

ELL R

NEARMAP 2021

MCKELLAR LAKE

ENSLEY ENGINEER YARD

NOTES:

1. AERIAL BACKGROUND MAP IS BASED ON NEARMAP

2021 DATA.

GATE

LEVEE ROAD

OUTLINE OF DREDGE

BOUNDARY OF CUT

BY OTHERS, NIC

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

G-101

JIM BRADY

AZADEH BOZORGZADEHFOR INFORMATION

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9G -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

200' 0' 200' 400'

SCALE: 1''=200'

PC-1 PC-2 PC-4 PC-5 PC-6 PC-7

PC-8

PC-11

PC-10

PC-12 PC-13 PC-14 PC-15

PC-16

PC-17

PC-18 PC-19 PC-20

PC-21

PC-22

PC-23

PC-24

PC-25

PC-26

PC-27

PC-28

PC-29 PC-30 PC-31

PC-9

2226.3' 1906.2' 1076.0'±

STRING-OUT

FLOAT, TYP

(E) DEADMAN, TYP

PILE CLUSTER FOR

STRING-OUT, TYP

(NOT PART OF

CONTRACT)

EAST CONNECTOR BRIDGE

(SEE NOTE 1 & 2)

EAST LANDING

BARGE

(E) WEST RAMP

PLAN

SCALE: 1" = 200'

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

EBD

G-102

JIM BRADY

AZADEH BOZORGZADEH

NOTES:

1. THIS CONTRACT IS FOR FABRICATION AND TRANSPORTATION OF THE

EAST CONNECTOR BRIDGE, OTHER ITEMS ARE NOT IN THIS CONTRACT &

SHOWN FOR INFORMATION ONLY.

2. CONTRACTOR TO COORDINATE DELIVERY LOCATION (ON WATER) WITH

THE OWNER.

NIC

9+00 10+00 11+00 12+00 13+00 14+00 15+00

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9C -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

PLAN

SCALE: 1" = 20'

20' 0' 20' 40'

SCALE: 1''=20'

MIDDLE

SUPPORT FLOAT

GUIDE PILE, TYP, NIC

ABUTMENT

LANDSIDE SPAN CL ROADWAY,

SEE NOTE 1

"EB" LINEWP 2

STRING-OUT

FLOATS, TYP, NIC

PEDESTRIAN

WALKWAY, TYP

LANDING BARGE, NIC

PILE CLUSTER, TYP, NIC

MCKELLAR LAKE

APPROX LIMITS OF

ROCK SLOPE

PROTECTION

CL MIDDLE SUPPORT

"EB" STATION 11+76

(E) DEADMAN, TYP

EAST ELECTRICAL SUBSTATION

EQUIPMENT FOUNDATION, NIC

WEST GB

SHOULDER, TYP

EAST GB

NOTES:

1. UTILITIES SUPPORT, TRANSITION PLATES, AND BARRIERS

ARE NOT SHOWN FOR CLARITY.

2. EAST CONNECTOR BRIDGE SCOPE OF WORK COMPRISES

4 PRIMARY ITEMS:

· LANDSIDE SPAN

· WATERSIDE SPAN

· MIDDLE SUPPORT FIXED BASE

· MIDDLE SUPPORT FLOAT.

(E) WATER LINE

WEIGHT LIMIT SIGN

FOR CONNECTOR

BRIDGE AND WEIGHT

LIMIT SIGN FOR

STRING-OUT, NIC

DOWN GRADE SIGN, AND

SPEED LIMIT SIGN , NIC

WATERSIDE SPAN

(E) EDGE OF ROAD

EDGE OF

(E) ROAD

EDGE OF

SHOULDER, TYP

EDGE OF

ROAD, TYP

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

C-110

JIM BRADY

AZADEH BOZORGZADEH

EAST CONNECTOR BRIDGE

SEE NOTE 2

9+00 10+00 11+00 12+00 13+00 14+00 14+50

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9C -2

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

LANDSIDE SPAN GUIDE PILE, TYP, NIC MIDDLE SUPPORT

FLOAT WATERSIDE SPAN EAST LANDING BARGE, NIC

APPROX

MIDDLE SUPPORT

FIXED BASE

ABUTMENT, NIC

LANDSIDE SPAN

GUIDE PILE, TYP, NIC

WATERSIDE SPAN

EAST LANDING BARGE, NIC

500YR WATER

SURFACE

EL 227.19'

EXTREME LOW

WATER

EL 170.00'

ABUTMENT, NIC

20' 0' 20' 40'

SCALE: 1''=20'

LOW WATER PROFILE

SCALE: 1" = 20'

HIGH WATER PROFILE

SCALE: 1" = 20'

(F T)

N (F

APPROX OG

SEE NOTE 1

NOTES:

1. PILE CLUSTERS FOR THE LANDING BARGE ARE NOT

SHOWN FOR CLARITY.

2. BRIDGE BARRIER, UTILITIES, AND OTHER FEATURES

FOR THE BRIDGE NOT SHOWN FOR CLARITY.

3. BRIDGE PROFILE SHOWN AT CL OF BRIDGE.

4. NO EARTHWORK IN CONTRACT

SEE NOTE 1

TRANSITION PL, TYP

-16.83% ±

+3.06% ±

-21.38% ±

-2.19% ±

BOTTOM OF MIDDLE SUPPORT

FIXED BASE SEE S-116 FOR EL

E MIDDLE SUPPORT

FLOAT

MIDDLE SUPPORT

FIXED BASE

' M

CONNECTOR BRIDGE

CRADLE

CONNECTOR BRIDGE

CRADLE

APPROX OG FG

' M

C E

"ST" LINE

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

C-210

JIM BRADY

AZADEH BOZORGZADEH

THIS DRAWING SHOWS THE EAST CONNECTOR BRIDGE

COMPLETELY INSTALLED. INSTALLATION IS NOT IN THIS

CONTRACT. ITEMS OTHER THAN THE EAST CONNECTOR

BRIDGE ARE SHOWN FOR INFORMATION.

9+00 10+00 10+50

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9C -5

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

PILE, TYP, NIC

APPROX OG

FGMIDDLE SUPPORT

FIXED BASE

SECTION

SCALE: 3/16" = 1'-0"

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

PROFILE (ALONG EB)

SCALE: 1" = 10'

APPROX OG

ABUTMENT, NIC

BRIDGE SPAN

MIDDLE SUPPORT FLOAT;

PROVIDE MIN 2'-0"

CLEARANCE BETWEEN FG

AND BOTTOM OF MIDDLE

SUPPORT FLOAT

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

C-500

JIM BRADY

AZADEH BOZORGZADEH

NOTES:

1. THIS DRAWING IS FOR REFERENCE ONLY.

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -0

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

STRUCTURAL NOTES:

1. CODES, STANDARDS AND REFERENCES

· AASHTO 2020, LRFD BRIDGE DESIGN SPECIFICATION, 9TH EDITION.

· AASHTO 2015, STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY

SIGNS, LUMINAIRS, AND TRAFFIC SIGNALS.

· AISC STEEL CONSTRUCTION MANUAL, FIFTEENTH EDITION.

· ASCE STANDARD ASCE/SEI 7-16: "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES".

· ASCE STANDARD ASCE/COPRI 61-14: “SEISMIC DESIGN OF PIERS AND WHARVES”

· AMERICAN WELDING SOCIETY (AWS) D1.1: 2020 STRUCTURAL WELDING CODE-STEEL.

· AMERICAN WELDING SOCIETY (AWS) D1.6: 2017 STRUCTURAL WELDING CODE- STAINLESS

STEEL.

· INTERNATIONAL BUILDING CODE (IBC) 2018.

· UFC 4-152-01: DESIGN: PIERS AND WHARVES (2017).

· UFC 4-159-03: MOORING DESIGN (3/9/2020).

· ENSLEY ENGINEER YARD FLOATING WHARF STRING-OUT MASTER PLAN, MOFFATT & NICHOL,

CONTR. NO. W912BU-11-D-0006, 2016 JUNE 23.

· ABS RULE FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND

INTERCOASTAL WATERWAYS, 2021.

· TITLE 46 CFR SUBCHAPTER F (MARINE ENGINEERING).

· TITLE 46 CFR SUBCHAPTER J (ELECTRICAL ENGINEERING).

2. VERTICAL DESIGN LOADS

· UNIFORM LIVE LOAD FOR DECKING: 400 PSF (ON STRING-OUT FLOATS AND LANDING BARGE, NOT COMBINED WITH VEHICLE/CRANE LOAD).

· PEDESTRIAN LIVE LOAD: 75 PSF (ON CONNECTOR BRIDGE PEDESTRIAN WALKWAY).

· VEHICLE LOAD: AASHTO HL-93 LOADING.

· FORKLIFT: KALMAR DCE 150-6 (33,000 LB LIFTING CAPACITY).

· TELEHANDLER: JLG 2733 (26,600 LB LIFTING CAPACITY).

· MOBILE CRANE: GROVE TMS9000E (90 TON CAPACITY, ONLY PERMITTED ON EAST

CONNECTOR BRIDGES AND LANDING BARGES TRAVELING UNLOADED).

· WATER TRUCK (55,000 LB - 3 AXLE).

· BPNM FLOODWAY OPERATION REQUIREMENTS (ONLY CONSIDERED FOR CONNECTOR BRIDGE

DESIGN AND LANDING BARGE DESIGN) - PERMIT VEHICLE

● SODIUM PERCHLORATE TANKS

● 40,000 LB MAX WEIGHT

● 1 TANK PER TRUCK MAX

● REVETMENT MAT TRUCK

● CURB WEIGHT = 19,800 LB

● EMPTY TRAILER WEIGHT = 15,000 LB

3. HORIZONTAL DESIGN LOADS

3.1. WIND LOAD

· ASCE 7-16 WIND SPEED (3-SECOND GUST) = 115 MPH

· RISK CATEGORY IV

· EXPOSURE CATEGORY C

3.2. CURRENT LOAD (RIVER FLOW)

3.3. SEISMIC LOAD

· RISK CATEGORY: IV

· SITE CLASS: D

· IMPORTANCE FACTOR = 1.5

STRUCTURAL STEEL NOTES:

1. STEEL FRAMING:

STRUCTURAL PIPES ASTM A53 GR B (Fy = 35 KSI)

STRUCTURAL TUBES (RECTANGULAR HSS) ASTM A500 GR C (Fy = 50 KSI)

W & MC SHAPES ASTM A992

CHANNELS & ANGLES ASTM A572 GR 50

WELDED STUDS ASTM A29 TYPE B GR 1020

2. STEEL PLATES: ASTM A572/A572M GR 50.

3. BOLTS: ASTM F3125 GR A325, GALV.

4. PINS: AISI 4140 Fy = 60 KSI.

5. PILES: API 5L-X52 OR ASTM A572 GR 50. PIPE PILE FABRICATION SHALL BE PER API

SPECIFICATIONS 2B. (FOR REFERENCE ONLY)

6. ALL STEEL WORK, INCLUDING ACCESS HOLES AND SNIPES, SHALL BE DONE IN ACCORDANCE

WITH AISC STEEL CONSTRUCTION MANUAL, FIFTEENTH EDITION.

7. ALL WELDS SHALL BE DONE IN ACCORDANCE WITH AWS D1.1/D1.1M: 2020 STRUCTURAL WELDING CODE-STEEL. ALL WELDS FOR SHEAR STUDS SHALL BE IN ACCORDANCE WITH AWS D1.1/D1.1M:

2020 STRUCTURAL WELDING CODE - STEEL SECTION 7.

8. ELECTRODE MATERIAL SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI AND SHALL

COMPLY WITH AWS D1.1/D1.1M: 2020 STRUCTURAL WELDING CODE STEEL.

9. ANCHOR BOLTS FOR CONNECTOR BRIDGE WHEEL TRACKS SHALL BE STAINLESS STEEL HEAVY

HEX HEAD ASTM A1082 DUPLEX 2205, UON. OTHER ANCHOR BOLTS ASTM F1554 GR 55. (FOR

REFERENCE ONLY)

10. STAINLESS STEEL BOLTS: DUPLEX 2205 ASTM A1082, UON.

11. STAINLESS STEEL TRACK PLATES: DUPLEX 2205 ASTM A240, UON.

12. ALL BUSHINGS AND ISOLATORS SHALL BE CIP MARINE COMPOSITES (OR ENGINEER APPROVED

EQUIVALENT).

13. ALL FIELD WELDS SHALL BE COATED AFTER INSTALLATION AND CONTRACTOR SHALL REPAIR

ANY DAMAGES TO COATING IN THE VICINITY OF THE WELD.

14. ALL DECK PLATES AND TRANSITION PLATES SHALL BE COATED WITH NON-SKID PAINT AS SHOWN

IN SPECIFICATIONS.

UHMW

1. ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE, VIRGIN.

ELASTOMERIC BEARINGS

1. ELASTOMERIC BEARINGS SHALL BE FIBER REINFORCED.

FLOATING STRUCTURES:

1. ALL FLOATING STRUCTURES WHICH INCLUDE TWO EAST CONNECTOR BRIDGE SPANS, AND

MIDDLE SUPPORT FLOAT SHALL UNDERGO THE FOLLOWING TESTINGS:

A. HYDROSTATIC PRESSURE TESTING OF WATERTIGHT COMPARTMENTS TO THE TOP OF

THE HIGHEST VENT POINT OR TO THE TOP OF DECK SURFACE.

B. TIGHTNESS TESTING OF WATERTIGHT COMPARTMENT BOUNDARIES.

C. TIGHTNESS TESTING OF WATERTIGHT HATCHES, DECK AND BULKHEAD PENETRATIONS.

2. AFTER THE MIDDLE SUPPORT FLOAT IS FULLY CONSTRUCTED AND OUTFITTED THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A FULL DEADWEIGHT SURVEY FOR

THE PURPOSE OF ESTABLISHING THE AS-BUILT LIGHTSHIP WEIGHT. THE TEST NEED NOT BE

WITNESSED OR APPROVED BY USCG OR CLASSIFICATION SOCIETY BUT SHALL BE IN

ACCORDANCE WITH THE SECTIONS 8.1.1 (INITIAL WALK THROUGH AND SURVEY) AND 8.1.2

(FREEBOARD/DRAFT READINGS) OF ASTM F-1321-21, STANDARD GUIDE FOR CONDUCTING A

STABILITY TEST (LIGHTWEIGHT SURVEY AND INCLINING EXPERIMENT) TO DETERMINE THE LIGHT SHIP DISPLACEMENT AND CENTERS OF GRAVITY OF A VESSEL. THE TEST SHALL BE WITNESSED

AND STAMPED BY A NAVAL ARCHITECT. THE OWNER MAY WITNESS THE TEST. THE OWNER

SHALL RECEIVE NOTICE OF THE SCHEDULED TEST DATE A MINIMUM OF TWO WEEKS PRIOR. THE

GOVERNMENT SHALL RECEIVE A 24-HOUR RESCHEDULING NOTICE. A REPORT COMPLETE WITH

RAW DATA, CALCULATIONS, AND RESULTS SUMMARY SHALL BE PROVIDED TO THE SUBMITTED

FOR REVIEW AND COMMENT.

RETURN

PERIOD

LONGITUDINAL FLOW

VELOCITY (FPS)

TRANSVERSE FLOW

VELOCITY (FPS)

200-YR 3.71 0.56

500-YR 4.00 0.60

SITE SPECIFIC RESPONSE SPECTRUM TIME, SECONDS

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

EBD

S-001

JIM BRADY

JKLMNOPQRSTUVWX

10+00

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

APPROACH SLAB, NIC

LANDSIDE

SPAN

CL ROADWAY STRIPE

"EB" LINE

PEDESTRIAN

WALKWAY

WP 2

ABUTMENT, NIC

TRANSITION PLATE

SEE SHEET S-570

A6 S-301

HATCH, TYP

PLAN

SCALE: 1/4" = 1'-0"

SEE C7

S-585

SEE

PEDESTRIAN GUARDRAIL, TYP

SEE SHEET S-584 INTERIOR TRAFFIC

BARRIER, TYP SEE

SHEET S-580

EXTERIOR

TRAFFIC

BARRIER, TYP

SEE SHEET

S-580

LIGHT POLE, TYP

A7 S-201

B7 S-201

C7 S-201

ELECTRICAL,

WATER, AIR, AND

FIREWATER, NICD7

S-586

UTILITY RACK, TYP

SEE

SEE B6

S-588

B6 S-590

ABUTMENT UTILITY RACK

SEE C7

S-593

HELICAL PILES PIPE SUPPORT,

NIC

SACRIFICIAL PLATE

SEE SHEET S-570

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

EBD

S-101

JIM BRADY

ABCDEFGHI A B C

1 2 3 4 5 6 7 8 9 10 11

11+00 12+00

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C H

S-

LANDSIDE

SPAN

CL ROADWAY STRIPE

"EB" LINE

PEDESTRIAN

WALKWAY, TYP

WATERSIDE

SPAN

TRANSITION

PLATE, TYP

SEE SHEET S-572

MIDDLE

SUPPORT FLOAT

C7 S-301

HATCH, TYP

PLAN

SCALE: 1/4" = 1'-0"

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

UTILITY RACK, TYP

SEE SHEET S-592

LIGHT POLE, TYP

A6 S-301

C7 S-202

B7 S-202

S-202 ELECTRICAL, WATER,

AIR, AND FIREWATER,

TYP, NIC

UTILITY RACK, TYP

SEE

SEE .

SIM

SEE B6

S-588

SIM

B6 S-588

CHAIN LINK,

FOR DETAILS, SEE A7

S-584

SEE

A7 S-572

SIM

2' -3

-2

9'-0"

TYP

6'-0"

TYP

6'-0"

TYP

GUIDE PILE, TYP, NIC

1' -6

P U

O N

6'-0"

TYP

1'-8"

2' -0

4'-0" B1 S-592

1'-6"

TYP

UON

30° 60°

5'-3"

1' -7

100°

2' -1

B6 S-590

4' -1

LADDER, TYP

SEE B4

S-597

B7 S-592

FIRE WATER RISER

PIPE SUPPORT, NIC

SACRIFICIAL PLATE, TYP

SEE SHEET S-572

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

EBD

S-102

JIM BRADY

D E F G H I J K L M N

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C H

S-

4CL ROADWAY STRIPE

"EB" LINE

PEDESTRIAN

WALKWAY, TYP

WATERSIDE

SPANHATCH, TYP

PLAN

SCALE: 1/4" = 1'-0"

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

EXTERIOR

TRAFFIC

BARRIER, TYP

SEE SHEET

S-580

UTILITY RACK, TYP

SEE

LIGHT POLE, TYP

A6 S-203

B6 S-203

C6 S-203

A6 S-301

ELECTRICAL,

WATER, AIR, AND

FIREWATER, NIC B6

S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

EBD

S-103

JIM BRADY

O P Q R S T U V W X

13+00

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

CL ROADWAY

"EB" LINE

PEDESTRIAN

WALKWAY, TYP

WATERSIDE

SPAN

TRANSITION PLATE

SEE SHEET S-570

LANDING BARGE, NIC

HATCH, TYP

PLAN

SCALE: 1/4" = 1'-0"

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

EXTERIOR

TRAFFIC

BARRIER, TYP

SEE SHEET

S-580

LIGHT POLE, TYP

A6 S-204

B6 S-204

C6 S-204

A6 S-301

GRATING, TYP, NIC

ELECTRICAL,

WATER, AIR, AND

FIREWATER, NIC UTILITY RACK, TYP

SEE SEE A7

S-589B6

S-590

PEDESTRIAN RAIL,

SEE SHEET S-587

EXTERIOR TRAFFIC

BARRIER, SEE SHEET S-587

SACRIFICIAL PLATE

SEE SHEET S-570

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-104

JIM BRADY

ABCDEFGHIJKLMNOPQRSTUVWX

TOP PL 1/2TOP

PL 1

TOP

PL 1 1/2

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

TRANSVERSE DIAPHRAGM

PL 7/16 @ 22'-6" OC, TYP UON

GL C TO GL R

A-FRAME, TYP

@ 7'-6" FROM

TRANSVERSE

DIAPHRAGMS

LONGITUDINAL WEB

7/16 PL , TYP UON

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

SIDE PL 3/8, TYP, UNO

GL C TO GL T

PL 3/4,

TYP

PL 1, TYP

1. GUARDRAIL POSTS, UTILITY RACKS, AND LIGHT POLES NOT

SHOWN FOR CLARITY.

2. TOP PLATE NOT SHOWN ON TOP FRAMING PLAN.

NOTES:

S-302 MC10 DECK REINFORCEMENT FROM GL A TO

GL V , TYP THROUGHOUT EXCEPT AS NOTED

SEE SHEET S-302 FOR SPACING

TYP

'-0

CL HINGE SUPPORT

AT FLOAT

CL WHEEL

ALIGN,

TYP

CL SPAN

SYMM

ABOUT

CL WHEEL

SUPPORTS

PL 1, TYP

PL 1 1/2,

TYP

END PL 1

C7 S-520

D7 S-303

B7 S-303

150'-9"

WHEEL ASSEMBLY

SEE SHEET S-521

CL HINGE SUPPORT

AT FLOAT

1' -6

5' -0

BOTTOM PL

TOP PL

END PL

A7 S-304

C7 S-304

3' -0

HOOK BEYOND

'-0

7' -6

TOP PL 3/4

TOP DECK

CROWN

L4x4, TYP

SEE D7

S-522SEE B7

S-522

OH, TYPSIM OH, TYP

BLOCKING PLATE UNDER TRAFFIC

BARRIER POSTS AND AT

MID-POINT OF SPAN, TYP, SEE

SIM

SEE TYPC6

S-524

ABCDEFGHIJKLMNOPQRSTUVWX

CONNECTOR BRIDGE ELEVATION - LANDSIDE SPAN (WATERSIDE SPAN OH)

SCALE: 3/16" = 1'-0"ABUTMENT NOT

SHOWN FOR CLARITY

TOP FRAMING PLAN - LANDSIDE SPAN

SCALE: 3/16" = 1'-0"

PL 1/2, TYP

A5 S-302

A7 S-523

AX FILOR

DETAIL - LANDSIDE WATERTIGHT PARTITION LAYOUT

SCALE: NTS

WT BHD A7

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-110

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

TRANSVERSE

DIAPHRAGM 7/16 PL

@ 22'-6" OC, TYP UON

GL C TO GL R

A-FRAME, TYP

@ 7'-6" FROM

TRANSVERSE

DIAPHRAGMS

LONGITUDINAL WEB

7/16 PL , TYP UON

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

SIDE PL 3/8, TYP, UON

GL C TO GL T

PL 3/4,

TYP

1. GUARDRAIL POSTS, UTILITY RACKS, AND LIGHT POLES NOT SHOWN FOR CLARITY.

2. TOP PLATE NOT SHOWN ON TOP FRAMING PLAN.

NOTES:

S-302TYP

A B C D E F G H I J K L M N O P Q R S T U V W X

'-0

CL HINGE SUPPORT

AT FLOAT

CL WHEEL

ALIGN,

TYP

CL SPAN

SYMM

ABOUT

CL WHEEL

SUPPORTS

PL 1, TYP

PL 1 1/2,

TYP

PL 1/2, TYP

END PL 1

C7 S-520

D7 S-303

B7 S-303

A7 S-304

C7 S-304

'-0

7' -6

TOP PL 3/4 TOP PL 1/2 TOP

PL 1

TOP

PL 1 1/2

TOP DECK

CROWN

L4x4, TYP

BLOCKING PLATE UNDER TRAFFIC

BARRIER POSTS AND AT MID-POINT

OF SPAN, TYP, SEE

SEE D7

S-522 SEE B7

S-522

RIDGE

PL 1/2, TYP

1'-3"

TYP

SEE SIM, TYPC6

S-524

D7 S-523

MC10 DECK REINFORCEMENT FROM GL A TO

GL V , TYP THROUGHOUT EXCEPT AS NOTED

SEE SHEET S-302 FOR SPACING

A5 S-302

SIM

A XF I L O R

WT BHD A7

DETAIL - WATERSIDE WATERTIGHT PARTITION LAYOUT

SCALE: NTS

TOP FRAMING PLAN - WATERSIDE SPAN

SCALE: 3/16" = 1'-0"

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

S-111

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

S-302 TYP

BOTTOM FRAMING PLAN - WATERSIDE SPAN (PROJECTED) - (LANDSIDE SPAN OH)

SCALE: 3/16" = 1'-0"

A B C D E F G H I J K L M N O P Q R S T U V W X

'-0

3x7'-6" =22'-6" 14x7'-6" =105'-0"

TYPCL HINGE SUPPORT

AT FLOAT

CL SPAN

SYMM

ABOUT

CL WHEEL

SUPPORTS

PL 1, TYP

PL 1 1/2, TYP

PL 3/4

PL 3/4, TYP

END PL 1

CL WHEEL

ALIGN,

TYP

C7 S-520

3' -9

B7 S-303

TRANSVERSE

DIAPHRAGM PL, TYP

A-FRAME, TYP

L4x4, TYP

SIDE PL

LONGITUDINAL

WEB PL, TYP

A7 S-304

C7 S-304 2'-9" 4'-9"9" 2'-4"3'-6"7'-6" 1'-8"

BOT PL 3/4 BOT PL 1/2 BOT

PL 1

BOT

PL 1 1/2

GUARDRAIL POSTS, UTILITY RACKS, AND LIGHT POLES NOT SHOWN

FOR CLARITY.

NOTE:

12"Ø INSPECTION HOLE, 6 ON

GL C AND 4 ON GL U . LOCATE

AT MIDPOINT BETWEEN

BULKHEADS, SEE , TYP

24"Ø ACCESS HOLE

LOCATE AT MIDPOINT,

SEE , TYP

D7 S-303

SEE D7

S-522

SEE

B7 S-522

BOT

PL 3/4

C4 S-524

SIM

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

S-112

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

1. TOP PLATE NOT SHOWN ON TOP FRAMING PLAN.

2. 1/2" PLATE ABOVE MC10 BETWEEN GL & AND GL &

ON GL , , & .

NOTES:

A B C D E F G H I J K

7 - L6x4

@ EQ SPA

A B C D E F G H I J K

L6x6, TYP

PL 3/8,

TYP

DIAGONAL STIFF

PL 1/2x2'-0"

BOTTOM, TYP

L5x5, TYP

PL 1/2,

TYP

11'-3" 11'-3"

6'-3" 4'-10 1/2" 4'-10 1/2" 7'-0" 7'-0" 7'-0" 7'-0" 4'-10 1/2" 4'-10 1/2" 6'-3"

6' -0

-0

6' -0

-0

6' -0

-0

4' -0

7 - L6x4

@ EQ SPA

7 - L6x4

SIM LONG

7 - L6x4

SIM LONG

L6x6, TYP

MC10,

TYP

TOP FRAMING PLAN

SCALE: 3/16" = 1'-0"

BOTTOM FRAMING PLAN

SCALE: 3/16" = 1'-0"

6' -0

-0

4' -0

C7 S-311

A6 S-310

C7 S-310

PL 3/8

MC10

BELOW,

TYP, EA

SIDE

A7 S-311

A7 S-312

C7 S-312

SEE

NOTE 2

L6x6, TYP

SEE

NOTE 2

SEE

NOTE 2

SEE

NOTE 2

CL FLOAT

SYMM

ABOUT

L6x4 NOT

SHOWN

FOR

CLARITY

L6x4, TYP

PL 7/16, TYP

CL SYMM

ABOUT

CL SYMM

ABOUT

CL FLOAT

SYMM

ABOUT

14'-10 1/4"

REMOVABLE

HATCH TOP COVER

PL, TYP, SEE

54"Ø x 3/4" PILE

SLEEVE (TOTAL 6), TYP

C7 S-311

A6 S-310

C7 S-310

A7 S-311

A7 S-312

C7 S-312

TOP DECK

CROWN

TOP PL 1/2, TYP

A7 S-516

END PL 7/16, TYP

WT BHD

PL 1, TYP

SIDE PL, TYP

BOTTOM

PL 1/2, TYP

A7 S-516

H I 7 5 4

PL 1/2x2'-0"

DIAGONAL

STIFF TOP, TYP

B4 S-550

SIDE PL 7/16, TYP

DETAIL - WATERTIGHT PARTITION LAYOUT

SCALE: NTS

WATERTIGHT

BULKHEAD, TYP

24"Ø ACCESS HOLE

LOCATE AT MIDPOINT

SEE , TYP SIM

PL 1/2,

TYP

PL 3/8,

TYP

PL 1/2,

TYP

L4x3x1/4

TYP @

EQ SPA

UON

B3 S-312

D2 S-541 PL 1/2"x2'-0"

TOP, TYP

PL 1"x2'-0"

TOP, TYP

PL 1/2"x2'-0"

BOTTOM, TYP

PL 1"x2'-0"

BOTTOM, TYP

L6x6, TYP

A K

TEST PILE

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-115

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -1

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

1. FLOAT NOT SHOWN FOR CLARITY.

2. ALL DIMENSIONS ON B7 PLAN ARE RELATIVE TO WALL

PLATES. THE EXTRA 1/2" OVERHANG OF TOP AND BOTTOM

PLATING RELATIVE TO WALL PLATING IS SHOWN ON SHEETS

S-320 AND S-321.

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

NOTES:B7

FIXED BASE PLAN

SCALE: 1/4" = 1'-0"

6'-0"31'-9"6'-0"

6' -0

'-0

6' -0

'-0

6' -0

36"Ø x 1 1/4"

GUIDE PILE

(TOTAL 6), NIC

48"Ø x 3/4" PILE

SLEEVE (TOTAL 6)

18'-0" 18'-0"

D7 S-320

C7 S-320

A7 S-320

B7 S-320

ELEVATION

SCALE: 1/4" = 1'-0"

36" Ø GUIDE

PILES, TYP, NIC

EL 240.00'

D3 S-320

CLOSURE PL, TYP

2' -6

9'-0"

TYP

9'-0"

TYP 24"Ø ACCESS

OPENING, TYP

18'-10 1/2"

TYP

2' -6

24"Ø ACCESS

OPENING

24"Ø ACCESS

OPENING, TYP

6"Ø DRAIN HOLE, TYP

SEE SHEET S-320

8'-0"

TYP

9' -0

24"Ø ACCESS

OPENING ON

OUTSIDE WALL,

TYP (TOTAL 7)

ACCESS

OPENING, TYP

ELEVATION

SCALE: 1/4" = 1'-0"

CL PILE, NICCL ACCESS OPENING

5' -0

CL PILE, NIC

CL PILE CL PILE CL PILE

10'-7"

TYP

INTERMEDIATE

FRAME, TYP

C7 S-321

10'-7"

TYP

EL 193.97' EAST

BOTTOM OF MIDDLE

SUPPORT FIXED BASE

PILE CAP, TYP

SEE SHEET

S-516, NIC

11'-3"

FIXED BASE LOW WATER

BRIDGE SUPPORT AT

WATERSIDE SPAN ONLY, TYP

11'-3"

5'-3 1/2"

TYP

10'-6"

TYP

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER AB

S-116

JIM BRADY

JKLMNOPQRSTUVWX

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -2

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C H

S-

APPROACH SLAB, NIC

LANDSIDE

SPAN

ABUTMENT, NIC

TRANSITION PLATE, TYP

SEE SHEET S-570

LIGHT POLE, TYP

LANDSIDE

SPAN

LANDSIDE

SPAN

TRANSITION PLATE

ABUTMENT HANDRAIL

SEE SHEET S-586

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

AND S-581

EXTERIOR TRAFFIC

BARRIER, TYP

SEE SHEETS S-580

AND S-581

UTILITY RACK PARTIALLY

SHOWN FOR CLARITY, TYP

SEE

ABUTMENT BARRIER

SEE SHEET S-585

ABUTMENT, NIC

APPROACH SLAB, NIC

SACRIFICIAL PLATE

APPROACH SLAB, NIC

C7 S-101

EXTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

B7 S-101

INTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

A7 S-101

PEDESTRIAN GUARDRAIL UTILITY RACK ELEVATION

SCALE: 1/4"=1'-0"

S-588SEE

ABUTMENT UTILITY RACK

SEE C3

S-593

B6 S-590

HELICAL PILES PIPE

SUPPORT, NIC

TRANSITION PLATE

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-201

JIM BRADY

ABCDEFGHI A B C

1 2 3 4 5 6 7 8 9 10 11

ABCDEFGHI A B C

1 2 3 4 5 6 7 8 9 10 11

ABCDEFGHI A B C

1 2 3 4 5 6 7 8 9 10 11

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -2

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C H

S-

LANDSIDE

SPAN

WATERSIDE SPAN

TRANSITION

PLATE, TYP

SEE SHEET S-572

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

MIDDLE

SUPPORT FLOAT

MIDDLE

SUPPORT FLOAT

LANDSIDE

SPAN

LANDSIDE

SPAN

WATERSIDE SPAN

SEE SIM, TYP

TRANSITION

PLATE

BEYOND, TYP

TRANSITION

PLATE, TYP

3'-7"

SEE TYP

4'-6" 3'-7" 3'-7" 4'-6"

4'-6"

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

EXTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

LIGHT POLE, TYP

4'-6" 3'-7"

A7 S-584

B2 S-581

MIDDLE

SUPPORT FLOAT

MIDDLE

SUPPORT FLOAT

LADDER, GUIDE PILES AND UTILITY RACKS ON MIDDLE SUPPORT

FLOAT NOT SHOWN FOR CLARITY. MIDDLE FLOAT GUIDE PILES - NIC.

NOTE:

A7 S-102

PEDESTRIAN GUARDRAIL UTILITY RACK ELEVATION

SCALE: 1/4"=1'-0"

B7 S-102

INTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

C7 S-102

EXTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

UTILITY RACK PARTIALLY

SHOWN FOR CLARITY, TYP

SEE

3'-7"

B1 S-588

SEE .

SIM

B1 S-588

SEE .

SIM SEE A7

S-584

B6 S-590

S-550SEE

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-202

JIM BRADY

D E F G H I J K L M N

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -2

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C H

S-

WATERSIDE SPAN

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

EXTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

LIGHT POLE, TYP

WATERSIDE SPAN

C6 S-103

EXTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

B6 S-103

INTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

A6 S-103

PEDESTRIAN GUARDRAIL UTILITY RACK ELEVATION

SCALE: 1/4"=1'-0"

UTILITY RACK PARTIALLY

SHOWN FOR CLARITY, TYP

SEE B6

S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-203

JIM BRADY

O P Q R S T U V W X

REVISIONS

NO. DATE DESCRIPTION BY APPR'D

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -2

; P lo tte d:

/1 7/

b y

K, E

; S av ed

b y

C H

S-

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

WATERSIDE SPAN

TRANSITION PLATE, TYP

SEE SHEET S-570

LANDING BARGE, NIC

PEDESTRIAN

GUARDRAIL, TYP

SEE SHEET S-584

INTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

EXTERIOR TRAFFIC

BARRIER, TYP

SEE SHEET S-580

LIGHT POLE, TYP

TRANSITION PLATE

LANDING BARGE, NIC

SEE

SEE SIM

TRANSITION PLATE

LANDING BARGE, NIC

WATERSIDE SPAN

A5 S-584

D7 S-581

A6 S-104

PEDESTRIAN GUARDRAIL UTILITY RACK ELEVATION

SCALE: 1/4"=1'-0"

B6 S-104

INTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

C6 S-104

EXTERIOR TRAFFIC BARRIER ELEVATION

SCALE: 1/4"=1'-0"

UTILITY RACK PARTIALLY

SHOWN FOR CLARITY, TYP

SEE

SEE .B1

S-589

B6 S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-204

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

b y

K, E

; S av ed

M b y

5'-0"

PEDESTRIAN

WALKWAY

11'-7"

CL ROADWAY

11'-7" 11'-7"

CL ROADWAY

11'-7"

A6 S-104

SECTION AT SPAN EB LINE AT CONNECTOR BRIDGE

SCALE: 3/8" = 1'-0"

S-101, S-102, S-103

C7 S-102

SECTION AT MIDDLE SUPPORT FLOAT

SCALE: 3/8" = 1'-0"

C7 S-580

C4 S-580

4'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 3/8"=1'-0''

C4 S-580

5'-0"

PEDESTRIAN

WALKWAY

C4 S-580

CL BRIDGE SPAN CROWN

CL FLOAT CROWN

1. FOR BRIDGE CROWN SEE SHEET S-302 AND FOR FLOAT

CROWN SEE SHEET S-311.

2. SECTIONS SHOWN ARE LOOKING NORTH.

NOTES:

A C F I K

3'-0"

PEDESTRIAN

GUARDRAIL

INTERIOR

TRAFFIC

BARRIER,

SEE

EXTERIOR TRAFFIC BARRIER, SEE .

BRIDGE SPAN

PEDESTRIAN

GUARDRAIL, SEE

INTERIOR

TRAFFIC

BARRIER,

SEE

INTERIOR TRAFFIC BARRIER, SEE OH

GUIDE PILE, TYP, NIC

MIDDLE SUPPORT FLOAT

UTILITY RACK, SEE

B1 S-584

UTILITY RACK, SEE

SIM

3'-0"

B7 S-592

SLOPESLOPE

SLOPE SLOPE

B6 S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JB

EBD

S-301

JIM BRADY

AZADEH BOZORGZADEH

UTILITIES (ELECTRICAL &

MECHANICAL) NIC

UTILITIES (ELECTRICAL &

MECHANICAL), NIC

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y

5' -0

7'-6"

OUTSIDE OF SIDE PL

7'-6" 7'-6"

MC10x25, TYP

CL BRIDGE

MC10x25

L4x4x3/8, TYP

PEDESTRIAN

GUARDRAIL, SEE .

INNER TRAFFIC

BARRIER, SEE S-580

L4x4x3/8, TYP AT

VERTICAL ANGLES

L6x6x3/8

SEE , TYP

C7 S-112

A - FRAME SECTION

SCALE: 3/4" = 1'-0"

S-110, S-111

1'-0" 0'-0'' 6" 1'-0"

SCALE: 1 1/2"=1'-0''

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

TYP

1/4

TYP

L4x4, TYP

MC10

TYP

1/4

1" TY

1/4 1/4

TYP

1/4

L6x6

L4x4

PL 7/16

L4x4, TYP

TOP DECK PL

BOTTOM PL

MC10

1/4

TYP 1/4

1/4

SIDE PL, TYP

TOP DECK PL

TOP PL 1/2

BOTTOM PL 1/2

SIDE PL

3/8, TYP

CL CL CL

NOTES:

1. FOR GUARDRAIL DETAILS, SEE SHEET S-301.

2. UTILITIES ARE NOT IN CONTRACT AND ARE

SHOWN FOR REFERENCE ONLY.

TRAFFIC

BARRIER

SEE S-580

SEE , TYP

5' -2

C R

O W

TYP UON

30'-0"

5" TY

MC10, TYP

1/4

TYP

UON

10"

TYP

UON

3 SPACES @ 1'-8", TYP UON

CL MC10

1'-3 3/8"

BLOCKING PL BEYOND

1/4

MC10

8" TY

TYP

1/4 1/4

BLOCKING PL BELOW

TRAFFIC BARRIER

7'-6"

OUTSIDE OF SIDE PL

TYP

1/4

TYP 1/4

B3 S-584

PEDESTRIAN

GUARDRAIL

UTILITY RACK, SEE

& NOTE 2

TOP DECK PL

MC10, TYP

BLOCKING PL 3/8

3 SIDES

TYP

A5 S-110

DETAIL

SCALE: 1-1/2" = 1'-0"

1/4

WEB PL

7/16, TYP

WEB PL,

TYP

B6 S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER JFJ

S-302

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y

15'-0"

7'-6"

150'-9"

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

A B C D E F G H I J K L M N O P Q R S T U V W X

D7 S-112

SECTION

SCALE: 3/16" = 1'-0"

S-110, S-111

BOTTOM PL

TOP PL

END PL

TRANSVERSE

DIAPHRAGM, TYP

WHEELMC10, TYP L6x6, TYP MC10 FLATWISE FROM

GL A TO GL V

SEE

CL HINGE

SUPPORT

5' -0

7'-6"

OUTSIDE OF SIDE PL

7'-6" 7'-6"

CL BRIDGE

PEDESTRIAN

GUARDRAIL, SEE .

INNER TRAFFIC

BARRIER (BEYOND),

SEE S-580

TOP DECK PL

BOTTOM PL

SIDE PL, TYP

TRAFFIC BARRIER,

SEE S-580

5' -2

C R

O W

B7 S-112

DIAPHRAGM SECTION

SCALE: 3/4" = 1'-0"

S-110, S-111

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

LONGITUDINAL WEB PL, TYP

(LONG PL CONTINUOUS

THROUGHOUT JOINTS)

TRANSVERSE WATERTIGHT

DIAPHRAGM PL, TYP

C7 S-521

L4x4, TYP

PEDESTRIAN WALKWAY

MC10, TYP

TOP DECK PL

SIDE PL 3/8, TYP

BOTTOM PL

TYPICAL SIDE PLATE CONNECTION DETAIL

SCALE: 3" = 1'-0"

7'-6"

OUTSIDE OF SIDE PL

TOP DECK PL

1/4

1/4 TYP

1/4

LONGITUDINAL

WEB PL

TOP DECK PL

MC10

SEE , TYP

DETAIL

SCALE: 3" = 1'-0"

DETAIL

SCALE: 3" = 1'-0"

-SEE , TYP SEE T & B, TYP

CJP

B3 S-584

UTILITY

RACK, SEE

UTILITIES

NIC

1/4

1/4TYP

CJP

1/4

TYP

B6 S-590

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-303

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

HOOK PLATE

PEDESTRIAN WALKWAY

LONGITUDINAL

WEB PL, BEYONDHOOK PLATE, SEE SHEET S-520

BOTTOM OF

BRIDGE BEYOND

BOTTOM OF

BRIDGE AT END

PEDESTRIAN WALKWAY

TRAFFIC BARRIER

POST, TYP. BEYOND

WHEEL

ASSEMBLY, SEE

B2 S-333

BOTTOM OF

BRIDGE AT END

C7 S-110

CONNECTOR BRIDGE FLOAT SUPPORT END ELEVATION

SCALE: 3/4" = 1'-0"

S-111, S-112

A7 S-111

CONNECTOR BRIDGE WHEEL SUPPORT END ELEVATION

SCALE: 3/4" = 1'-0"

S-112

TRAFFIC BARRIER, TYP

PEDESTRIAN

GUARDRAIL

CRADLE, SEE A7

S-308

UTILITY RACK, SEE

UTILITIES NIC

PEDESTRIAN

GUARDRAIL B6

S-590CL BRIDGE

CL CRADLE

CRADLE SHOWN

FOR CLARIFICATION

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-304

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y M

30'-7"

CL RUNWAY, BUMPER ASSY

CL CRADLE, HINGE ASSY

CL RUNWAY, BUMPER ASSY

14'-0" 14'-0"

15'-3 1/2" 15'-3 1/2"

6'-1 1/2"1'-10 1/2"4'-8 1/2" 1'-6 3/4" 2'-0" 2'-4" 2'-3 3/4" 1'-3 1/2" 1'-5 1/2" 1'-5 1/2"

PL 2 (T&B)WEB PL 2

PL 2 (T&B TYP) WEB PL 2

STIFFENER PL 1,

NSFS, TYP, UON

STIFFENER

PL 1 1/2, NSFS

SYMM ABOUT

6' -6

2' -2

1' -4

2'-7"

TOP OF LANDING

BARGE, NIC

D6 S-530

BUMPER ASSYHINGE ASSY

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

RUNWAY

15'-3 1/2" 15'-3 1/2"

2'-7"

2'-7" 12'-8 1/2" 12'-8 1/2" 2'-7"

2' -6

-6

2' -6

STIFFENER PL 2

3 1/2"

B3 S-530

D3 S-530

C5 S-530

B4 S-530

C7 S-530

CRADLE SECTION (ON LANDING BARGE)

SCALE: 3/4" = 1'-0"

CRADLE PLAN (ON LANDING BARGE)

SCALE: 3/4" = 1'-0"

SEE SEE A6

S-530

A7 S-530

CL STIFFENER

PL, TYP

CL CRADLE = CL BRIDGE

HINGE ASSY, BEYOND, TYP

D1 S-530

C1 S-530

B7 S-530

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER AB

S-308

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

/1 /2

P M b y

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

11 10 9 8 7 6

10 9 8 7 6

L6x6x1/2, TYP

SYMM ABOUT CL

GUSSET PL 1/2, TYP

L6x6x1/2, TYP

L6x6, TYP

L5x5x1/2, TYP

TOP PL

BOTTOM PL

WT BHD

END PL

WT BHD PL

L6x6x1/2, TYP

MC10

L6x6x1/2, TYP

L5x5x1/2, TYP

TOP PL

BOTTOM PL

PL WT BHD PL

DIAG

STIFFENER PL

BEHIND

DIAG

STIFFENER PL

BEHIND

A6 S-115

SECTION @ GRID H (GRIDS D‚ E‚ G SIM)

SCALE: 3/4" = 1'-0"

C7 S-115

SECTION @ GRID B (GRID J SIM)

SCALE: 3/4" = 1'-0"

WT BHD

END PL

1/4 1/4

TYP, T & B

ANGLES

BOTH

DIRECTIONS

1/4 1/4

TYP6-12

6-12

1/4

1/4 TYP

TYP

L6x6

MC10

CJP TOP AND

BOTTOM, TYP

5/16

5/16 TYP

5" TY

6-12 6-12

5" TY

B4 S-541

B5 S-541

SEE , TYP UONSEE B7

S-541

SEE

1'-0" 0'-0'' 6" 1'-0"

SCALE: 1 1/2"=1'-0''

S-541SEE , TYP

SEE SIMB5

S-541

1/4 TYP

S-541SEE SIM

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-310

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

/1 /2

P M b y

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

RUB BLOCKS AND NEOPRENE BASE ARE NOT SHOWN

FOR CLARITY.

NOTE:

A B C D E F

L6x6

MC10x25

SYMM ABOUT FLOAT CL

L6x6x1/2, TYP

L6x6L6x6

L5x5x1/2, TYP

BOTTOM PL

SIDE PL WT BHD PL 1/2

C7 S-115

SECTION @ GRID 5 (GRIDS 4‚ 7‚ 8 SIM)

SCALE: 3/4" = 1'-0"

L6x6

GUSSET PL 1/2, TYP

MC10x25

WT BHD PL

L6x4x3/8, TYP UON

L6x6

8 EQ SPACES 8 EQ SPACES6"

5/16 5/16

7' -6

5/16 5/16

TYP

5/16 5/16

11 10 9 8 7 6

SYMM ABOUT FLOAT CL

TOP PL

BOTTOM PL

2'-3" 2'-3" 2'-3"

PL 1/2

L5x5x1/2

L6x6

MC10

5/16

A7 S-115

SECTION @ GRID I (GRID C SIM)

SCALE: 3/4" = 1'-0"

2' -0

WT BHD

WT BHD PL

PILE SLEEVE BEYOND

(PILE NOT SHOWN

FOR CLARITY), SEE

SEE NOTE 2

PILE SLEEVE BEYOND

(PILE NOT SHOWN

FOR CLARITY)

2' -0

WT BHD PL WT BHD PL

7' -1

C R

O W

PL 1/2

1/4 1/4

TYP6-12

6-12

3 1/2"

6" TY

2" TY

TOP PL

1/4 1/4

TYP6-12

6-12

1/4 TYP

1/4

1/4 TYP

1/4

5/16TYP

5/16 TYP

END PL

DIAGONAL STIFF

PL 1/2X2'-0"

T & B BEYOND, TYP

PL 1/2

PL 1/2X2'-0"

DIAGONAL STIFF

T & B BEYOND, TYP

1/4

1/4 3 SIDES,

TYP

5/16

TYP

5/16

TYP

5/16

SEE

TYP

B1 S-541

SEE C7

S-541

C5 S-541

B6 S-540

MC10

TO SIDE

PL, TYP

SEE A7

S-541

SIM

TYP

SEE A4

S-541

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-311

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

/1 /2

P M b y

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

A B C D E F

L6x6

SYMM ABOUT CL

L6x6L6x6

L5x5x1/2

BEYOND,

TYP

TOP PL

BOTTOM PL

SIDE PL

L6x6

WT BHD PL

L6x6

8 EQ SPACES 8 EQ SPACES

7' -6

A B C

L6x6BOTTOM PL

SIDE PL

7' -6

2' -0

-0

L6x6

C7 S-115

SECTION @ GRID 9 (3 AND 6 SIM)

SCALE: 3/4" = 1'-0"

A7 S-115

SECTION @ GRID 10 (2 SIM)

SCALE: 3/4" = 1'-0"

3'-9"

2' -3

2'-3" 2'-3"

PIPE 24"x1/2"x6"

GRIND EXPOSED

ENDS SMOOTH

L6x6

NO OPENING AT GL 6

PILE SLEEVE BEYOND

(PILE NOT SHOWN

FOR CLARITY)

SEE

SEE NOTE 2

RUB BLOCKS AND BASE SEAT ARE NOT SHOWN FOR CLARITY.

NOTE:

L6x4x3/8, UON

1/4 1/4

TYP

1/4 TYP

TOP PL

1/4

1/4 TYP @ 2'-0"

T & B PL

BETWEEN

2'-0" T & B PL

DIAGONAL STIFF PL 1/2x2'-0"

NOT SHOWN FOR CLARITY

L5x5

PL (ONLY WT

BHD AT GL 6)

6-12 6-12

TYP

5/16 5/16

TYP

5/16 5/16

TYP

T&B AT ALL

DIAPHRAGM

PLATES UNO

5/16 5/16

CJP

TYP

4" C

P 2"

4" CLR

TYP

SECTION

SCALE: 1" = 1'-0"

S-115

1'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 1"=1'-0''

WT BHD PL

5/16

B6 S-540

NO CORNER ACCESS

HOLES AT GL 6 (WT BHD)

1/4 1/4

PL BEYOND

AT GRID 9

L4x3, TYP

SECTION

SCALE: 3" = 1'-0"

6" 0'-0'' 3" 6"

SCALE: 3"=1'-0''

CL HOLE

5/16

L4x3, TYP SIDE PL 1/2

CJP

L5x5

SIDE PL 3/8

1/ 8"1/2"

SB06/17/2026 ISSUED FOR BID0

SCOTT BUTLER BJ

S-312

JIM BRADY

DRAWN

DESIGNED

CHECKED

PROJECT ENGINEER

PROJECT MANAGER

APPROVED

2185 N. California Blvd, Suite 500 Walnut Creek, California 94596

US Army Corps of Engineers

SHEET

REFERENCE NO.

Fi le

\W C\

-0 en sle y st rin g-ou t r ep l\4

D\ ea st c on ne ct or b rid ge d es co pi ng

Ac tiv e\

_D es ig n\

_0 ge ne ra l_ civ il_ st ru ct ur al \9

9S -3

; P lo tte d:

/1 7/

M b y

K, E

; S av ed

b y

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

5' -0

PILE SLEEVE , TYP

TOP PL 1, TYP

INTERMEDIATE

FRAME, TYP

TOP PL 1, TYP

BOT PL 1, TYP

PL 1, TYP

BOTTOM CLOSURE

RING PL, TYP

SEE NOTE 2

PL 1 BEYOND

1. FLOAT NOT SHOWN FOR CLARITY.

2. TOP CLOSURE PLATES & BOTTOM CLOSURE PLATES SHALL BE SHIPPED LOOSE.

NOTE:

TOP PL 1, TYP

BOT PL 1, TYP

PL 1, TYP

PL 1 BEYOND

PILE SLEEVE , TYP

BOTTOM CLOSURE

RING PL, TYP

S…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 17, 2026.