Demolition Package Drawings.pdf

PDF 11 MB Posted Apr 23, 2025

Attached to: BND CARGO DOCK NO. 3 - PHASE I & III: DEMOLITION AND CONSTRUCTION
Solicitation number: CDC-120625-60.
Issued by: Cameron County, Texas

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Written by GovTribe AI · Apr 24, 2025

These are construction drawings prepared by HDR Engineering, Inc. for the Brownsville Navigation District's Cargo Dock No. 3 Demolition project located in Brownsville, Texas. The comprehensive set of drawings, dated September 2023, includes 14 sheets covering site plans, demolition plans, existing conditions, and technical sections for a complete demolition of the existing cargo dock facility. The drawings detail the systematic removal of various infrastructure elements including concrete decking, piles, rail trestles, utilities, shoreline riprap, and associated structures, with specific instructions for pile extraction, debris management, and site restoration.

The demolition project encompasses a detailed phased approach with specific requirements for material handling, including provisions for salvaging certain items like street and dock signage, and specific instructions for concrete debris removal and storage. The project includes both a base bid and alternate bid option for concrete material processing, with contractors required to remove demolished concrete materials within a 3-mile radius of the project site. Additional technical specifications cover water quality management, pollution prevention, survey requirements, and post-demolition site conditions, with contractors expected to perform detailed surveys and comply with environmental regulations throughout the demolition process.

View the file

Other files

File	Type	Posted
Construction Package Drawings.pdf	PDF	Apr 23, 2025
Demolition Technical Specs Package.pdf	PDF	Apr 23, 2025
BND Cargo Dock 3 Phase I _ III - Demolition and Construction Bid Document.pdf	PDF	Apr 23, 2025
Intent to Bid Statement (ITBS-1).pdf	PDF	Apr 23, 2025
Construction Technical Specs Package.pdf	PDF	Apr 23, 2025

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BROWNSVILLE SHIP CHANNEL

BROWNSVILLE

SHIP

HARBOR

TO BROWNSVILLE

Project No.

10320226

BROWNSVILLE, TEXAS

SEPTEMBER 2023

Brownsville Navigation District

Vicinity Map

Location Map

C o n s t r u c t i o n D r a w i n g s F o r

HDR Engineering, INC TBPELS Firm Registration No. F-754

Cargo Dock No. 3 Demolition

INDEX OF DRAWINGS

SHEET NO. SHEET TITLE

01 COVER SHEET AND INDEX

02 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

03 OVERALL SITE, STAGING & STORAGE PLAN

04 EXISTING DEMO SITE PLAN

05 DOCK FACILITY EXISTING DEMO PLAN (1 OF 2)

06 DOCK FACILITY EXISTING DEMO PLAN (2 OF 2)

07 BELOW DECK EXISTING DEMO PLAN

08 EXISTING DEMO SECTIONS

09 EXISTING CONDITIONS PHOTOS 01

10 EXISTING CONDITIONS PHOTOS 02

11 EXISTING CONDITIONS PHOTOS 03

12 EXISTING CONDITIONS PHOTOS 04

13 EXISTING CONDITIONS PHOTOS 05

14 EXISTING CONDITIONS PHOTOS 06

AutoCAD SHX Text

AutoCAD SHX Text P100

AutoCAD SHX Text

BROWNSVILLE

AutoCAD SHX Text

PORT OF

AutoCAD SHX Text

RUSSELLTOWN

AutoCAD SHX Text

BAYVIEW

AutoCAD SHX Text

LAGUNA VISTA

AutoCAD SHX Text

LAGUNA

AutoCAD SHX Text

HEIGHTS

AutoCAD SHX Text

OLMITO

AutoCAD SHX Text

LOS FRESNOS

AutoCAD SHX Text

SAN

AutoCAD SHX Text

LOS INDIOS

AutoCAD SHX Text

ADAMS

AutoCAD SHX Text

GARDENS

AutoCAD SHX Text

FERIA

AutoCAD SHX Text

RANGERVILLE

AutoCAD SHX Text

BLUETOWN

AutoCAD SHX Text G U L F O F M E X I C O

AutoCAD SHX Text

AutoCAD SHX Text L A G U N A M A D R E

AutoCAD SHX Text

PADRE ISLAND

AutoCAD SHX Text

VILLA

AutoCAD SHX Text

NUEVA

AutoCAD SHX Text

HARLINGEN

AutoCAD SHX Text

STUART PLACE

AutoCAD SHX Text

CAMERON

AutoCAD SHX Text

LAURELES

AutoCAD SHX Text

BENITO

AutoCAD SHX Text

BROWNSVILLE

AutoCAD SHX Text

PORT

AutoCAD SHX Text

ISABEL

AutoCAD SHX Text

MATAMOROS

AutoCAD SHX Text

BROWNSVILLE

AutoCAD SHX Text

PORT OF

AutoCAD SHX Text

HARLINGEN

AutoCAD SHX Text

SHIP CHANNEL

AutoCAD SHX Text R A N C H O

AutoCAD SHX Text V I E J O

AutoCAD SHX Text R E S A C A

AutoCAD SHX Text R A N C H O

AutoCAD SHX Text V I E J O

AutoCAD SHX Text R E S A C A

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

INDIANA AVENUE

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text

PARKS

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

PROJECT SITE

"ISSUED FOR BID"09/22/2023A

S. A. McCOY

A. VILLARREAL

D. R. BROYLES

02N/A

00G-02.dwg

GENERAL NOTES, ABBREVIATIONS, AND LEGEND

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

RIPRAP (PLAN AND/OR SECTION)

1. THIS IS A STANDARD SHEET SHOWING COMMON

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY

USED ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO

INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO

CONTEXT OF EACH SHEET FOR USAGE.

TARGET ELEVATION

KEY NOTE NUMBER

KEY NOTE DESIGNATION

GRANULAR FILL (SECTION)

EARTH (SECTION)

GENERAL NOTES:

PLAN TITLE

GENERAL SYMBOLOGY

MATERIALS IN PLAN/SECTION

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION LETTER

SHEET WHERE SECTION

IS LOCATED

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

ELEVATION NUMBER

ARROW INDICATES

POINT OF VIEW

SECTION CUT MARKER

DETAIL MARKER

SHEET WHERE ELEVATION

IS LOCATED *

SINGLE ELEVATION OR PHOTO MARKER

SECTION TITLE

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT

ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

PLAN

1/4" = 1'-0"

XXX

SECTION

3/8" = 1'-0"

XXX

INTERIOR EXTERIOR

ARROW INDICATES

DIRECTION OF

PLAN NORTH

NORTH ARROW

1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY

MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN

INCLUDED OR INCLUDING AND "REINF" MAY MEAN

EITHER REINFORCE OR REINFORCING.

ABBREVIATION NOTES:

COLUMN GRID LINE/CENTERLINE

GENERAL LINE SYMBOLOGYABBREVIATIONS (CONTINUED)

FIG

FOC

GALV

GEN

GND

GVL

HORIZ

INC

LIN

LOC

MAINT

MATL

MAX

MECH

MIN

MIR

MISC

MON

NIC

NTS

FIGURE

FENCE

FACE OF CONCRETE,

FACE OF CURB

FEET, FOOT

GALVANIZED

GENERAL

GROUND

GRADE

GRAVEL

HORIZONTAL

HEIGHT

INCH

INCLUDE

JOINT

LINEAR FOOT

LONG

LINEAR

LOCATION

MAINTENANCE

MATERIAL

MAXIMUM

MECHANICAL

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MONUMENT

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

ABAN

ADJ

AGGR

ALIG

APRX

AVE

BLDG

BOT

BTW

C TO C

CLR

COMM

CONC

CONN

CONT

CTR

CVT

DEMO

DET

DIA

DIFF

DIM

DWG

EMBD

ENTR

EOP

EQUIP

EQUIV

EXC

EXP

EXST

ABANDON

ADJUSTABLE, ADJACENT

AGGREGATE

ALIGNMENT

ACCESS PANEL

APPROXIMATE

AVENUE

BUILDING

BOTTOM

BETWEEN

CENTER TO CENTER

CONCRETE EDGE

CURB INLET

CENTERLINE

CLEAR

COMMUNICATION

CONCRETE

CONNECTION

CONTINUOUS

CENTER

CULVERT

DEMOLITION

DETAIL

DIAMETER

DIFFERENTIAL, DIFFERENCE

DIMENSION

DRAWING

EACH

EXPANSION JOINT

ELEVATION

EMBEDDED

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EXCAVATION

EXPANSION, EXPOSED

EXISTING

EXISTING FENCEX X X

RAILROAD

PROPERTY LINE

BOTTOM OF DITCH

EASEMENT

LIMITS OF CONSTRUCTION

ROW

SILT FENCE

TOE OF SLOPE

TOP OF SLOPE

HIGHWAY GUARDRAIL

LEVEE TOP

LEVEE TOE

FENCE - WOOD

GENERAL NOTES

GENERAL REQUIREMENTS:

1. THE DETAILED REQUIREMENTS FOR ALL ITEMS DESCRIBED IN THE GENERAL NOTES

ARE CONTAINED IN THE SPECIFICATIONS.

2. CONTRACTOR SHALL NOT COMMENCE ANY DEMOLITION OPERATION UNTIL THE

CONTRACTOR HAS VERIFIED THAT DEMOLITION / ENVIRONMENTAL PERMITS FOR THIS

PROJECT HAVE BEEN ACQUIRED.

3. DEMOLITION WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES

AND STANDARDS, THE PROJECT SPECIFICATIONS AND PROJECT DRAWINGS.

CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS BETWEEN

STATE AND LOCAL CODES, PROJECT SPECIFICATIONS AND PROJECT DRAWINGS

PRIOR TO ANY DEMOLITION.

4. CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL ELEVATIONS, COORDINATES,

DIMENSIONS, EXISTING CONDITIONS, AND INFORMATION INDICATED ON THE

CONTRACT DOCUMENTS PRIOR TO COMMENCEMENT OF SITE WORK. THE OWNER

SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES FOUND ON THE CONTRACT

DOCUMENTS OR FOUND TO EXIST BETWEEN THE FIELD CONDITIONS AND THE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL TAKE CORRECTIVE ACTION AS

DIRECTED BY THE OWNER.

5. CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES THROUGHOUT THE

DURATION OF THE PROJECT. COMPLY WITH TEMPORARY ENVIRONMENTAL AND

STORM WATER POLLUTION REQUIREMENTS PROVIDED BY OWNER.

6. THE LOCATION AND DEPTH OF UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE

VERIFIED BY THE CONTRACTOR BEFORE WORK COMMENCES. PRIOR TO BEGINNING

ANY EXCAVATION WORK IN THE AREA OF EXISTING UTILITIES, THE CONTRACTOR

SHALL CONTACT THE OWNER FOR EXACT LOCATIONS AND DEPTHS TO PREVENT ANY

DAMAGE OR INTERFERENCE WITH PRESENT FACILITIES.

7. THE CONTRACTOR SHALL NOTIFY THE TEXAS ONE CALL (811) AND ALL KNOWN UTILITY

OWNERS WITHIN THE WORK AREA AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION,

PILING OR OTHER FOUNDATION DEMOLITION OPERATIONS. THIS ACTION HOWEVER,

SHALL IN NO WAY BE INTERPRETED AS RELIEVING THE CONTRACTOR OF THE

RESPONSIBILITY UNDER THE TERMS OF THE CONTRACT AS SET OUT IN THE PLANS

AND SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIS

OPERATIONS AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY

COMPANY INVOLVED.

8. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND PROVIDE AND MAINTAIN

ALL TRAFFIC CONTROL DEVICES DURING THE COURSE OF THE CONSTRUCTION

PERIOD.

9. CONTRACTOR TO COORDINATE WITH LOCAL PILOT AND PORT OF BROWNSVILLE ON

MARINE TRAFFIC/MOVEMENTS SCHEDULES WHICH MAY AFFECT DEMOLITION. NOTE

THAT SHIP MOVEMENTS MAY CAUSE TEMPORARY CURRENT/WAKES THAT AFFECT

MARINE ACTIVITIES.

10. CONTRACTOR SHALL MAINTAIN ALL REGULATORY AND WARNING SIGNS DURING THE

DEMOLITION PERIOD.

11. CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH, OR

BE DETRIMENTAL TO VESSEL AND VEHICULAR TRAFFIC AND THE DAILY OPERATION

OF THE OWNER DURING THE COURSE OF THE WORK.

12. ALL EXISTING FEATURES OF THE PROJECT SITE TO REMAIN WHICH ARE DAMAGED BY

THE CONTRACTOR DURING HIS OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

13. WORKER SAFETY IN EXCAVATIONS AND TRENCHES SHALL BE PROVIDED BY THE

CONTRACTOR IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) STANDARDS, 29 CFR 1926, SUBPART P - EXCAVATIONS,

TRENCHING, AND SHORING. CONTRACTOR SHALL ALSO COMPLY WITH ALL

APPLICABLE STATE AND LOCAL REQUIREMENTS. A COPY OF THE GEOTECHNICAL

REPORT CAN BE OBTAINED FROM THE OWNER FOR USE BY THE CONTRACTOR IN THE

DESIGN OF ANY TRENCH SAFETY SYSTEM(S).

14. CONTRACTOR, SUBCONTRACTORS AND OTHER CONTRACTED ENTITIES SHALL

SUCCESSFULLY COMPLETE ALL THE TRAINING COURSES AND REQUIREMENTS

REQUIRED BY OWNER IN ORDER TO ACCESS THE PROJECT SITE AND CARRY OUT THE

CONTRACTED WORK. CONTRACTOR SHALL POSSESS ALL THE REQUIRED

IDENTIFICATION DOCUMENTS AND SHALL ACCESS THE PROJECT SITE THROUGH

OWNER SECURITY CHECK POINT AND FOLLOW OWNER'S CHECK-IN/-OUT PROCEDURE

ON A DAILY BASIS. THE IDENTIFICATION DOCUMENTS INCLUDE, AS A MINIMUM, VALID

TRANSPORTATION WORKER IDENTIFICATION CREDENTIAL (TWIC®) CARD AND VALID

DRIVER'S LICENSE.

15. CONTACT OWNER FOR TRAINING INFORMATION, ACCESS AND PARKING

REQUIREMENTS:

16. HARBOR MASTER OFFICE, (956) 831-8256 / MARINE VHF RADIO CHANNEL 16

HORIZONTAL AND VERTICAL CONTROL:

1. TOPOGRAPHIC SURVEY WAS PERFORMED BY MEJIA AND ROSE, INC., DATED

OCTOBER 11, 2021.

2. BATHYMETRIC SURVEY DATA IS BASED ON NAISMITH MARINE SERVICES SURVEY

DATED JANUARY 22, 2021.

3. COORDINATES SHOWN ARE STATE PLANE GRID, TEXAS SOUTH ZONE, NAD' 83 IN U.S.

FEET.

4. ALL ELEVATIONS SHOWN REFER TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD

'88).

5. MONUMENT USED FOR HORIZONTAL AND VERTICAL CONTROL IS AS FOLLOWS:

"CP1" (535 R/L 1948 89+679.68)

N 16,509,591.45' E 1,344,712.65'

EL. +13.8' NAVD88 (+15.0' MLT)

REFERENCE MONUMENT "ZIMCO"

N 16,518,058.49' E 1,366,219.45'

EL. +6.6' NAVD88

ELEVATION IDENTIFICATION

NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

ELEVATION TITLE

DETAIL TITLE

XXX

DETAIL

1/4" = 1'-0"

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

XXX

ELEVATION

3" = 1'-0"

A ED H J Q

4 6

ABBREVIATIONS

TBM

TEMP

TOC

TOPO

TRANS

TRD

TYP

UNO

UTIL

VIF

W/ W/O

WTHP

TEMPORARY BENCHMARK

TEMPORARY

TOP OF CURB, TOP OF CONCRETE

TOPOGRAPHY

TRANSITION

TRENCH DRAIN

TYPICAL

UNLESS NOTED OTHERWISE

UTILITY

VERIFY IN FIELD

WITH

WITHOUT

WORKING POINT

OAL

OPNG

OPP

NIC

PED

PRELIM

PROP

PVC

PVMT

QTY

R&S

REF

REINF

REM

REQD

REV

RND

ROW

SCH

SECT

SEP

SHT

SIM

SOG

SPA

SPEC

STA

STD

STL

STOR

OUTSIDE DIAMETER

OVERHEAD

OPENING

OPPOSITE

NOT IN CONTRACT

PEDESTAL

PLATE, PROPERTY LINE,

PRELIMINARY

PROPERTY, PROPOSED

POINT

POLYVINYL CHLORIDE

PAVEMENT

QUANTITY

REMOVE AND SALVAGE

REFERENCE

REINFORCING

REMOVE

REQUIRED

REVISION

ROUND

RIGHT-OF-WAY

RAILROAD

SCHEDULE

SECTION

SEPARATE

SHEET

SIMILAR

SLOPE

SLAB ON GRADE

SPACING

SPECIFICATION

STREET

STATION

STANDARD

STEEL

STORAGE

WATER LEVEL

DATUM (FT)

NAVD 88 USACE MLLW USACE MLT

MEAN HIGHER HIGH WATER (MHHW) +0.35 +1.50 +1.55

MEAN LOWER LOW WATER (MLLW) -1.15 0.0 +0.05

NORTH AMERICAN VERTICAL

DATUM (NAVD88) 0.0 +1.15 +1.20

USACE MEAN LOW TIDE (MLT) -1.20 -0.05 0.0

HORIZONTAL AND VERTICAL CONTROL (CONTINUED):

1. DATUM CORRELATION TABLE:

TIDAL DATA SHOWN IS BASED ON VDATUM, AN ONLINE TOOL DEVELOPED JOINTLY BY

NOAA'S (NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION) NATIONAL

GEODETIC SURVEY (NGS), OFFICE OF COAST SURVEY (OCS), AND CENTER FOR

OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES (CO-OPS).

WATER SURFACE ELEVATIONS AND WAVE HEIGHTS AT THE SITE WILL BE AFFECTED BY

RAINFALL, WIND DIRECTION, VELOCITY AND DURATION, CHANNEL TRAFFIC, AND DAILY

TIDAL FLUCTUATIONS. TROPICAL WEATHER EVENTS, SUCH AS TROPICAL STORMS AND

HURRICANES, CAN GREATLY AFFECT BOTH WATER SURFACE ELEVATIONS AND WAVE

HEIGHTS.

DEMOLITION SEQUENCE:

THE DEMOLITION SEQUENCE IS AS FOLLOWS:

1. DEMOLISH WATERSIDE DOCK SUPERSTRUCTURE OVER PILE ROWS A-H AND THE

ENTIRE LENGTH OF THE RAIL TRESTLE SUPERSTRUCTURE.

2. FULLY EXTRACT DOCK PILES FOR ROWS A-D AND TRESTLE PILES FOR COLUMN T1.

THEN CUT REMAINING DOCK AND TRESTLE PILES AT THE MUDLINE AND REMOVE.

3. TERMINATE WATER, ELECTRICAL, AND SEWER ON PORTIONS TO BE DEMILISHED AND

REMOVE DOCK HOUSE AND POLES ON LANDSIDE FOUNDATION.

4. DEMOLISH ELEVATED LANDSIDE PLATFORM AND EXCAVATE DOWN TO REMOVE

EXISTING RETAINING WALL.

5. DEMOLISH THE REMAINING DOCK SUPERSTRUCTURE.

6. REMOVE THE EXISTING RIP RAP AND STORE ON SITE AS DIRECTED BY OWNER.

7. CUT OFF PILES ON ROWS J-Q AT MUDLINE.

8. REMOVE AND CLEAR ALL DEBRIS FROM THE MUDLINE.

9. DEMOLISH LANDSIDE FACILITIES AND FEATURES AS SHOWN ON DRAWINGS.

THE CONSTRUCTION SEQUENCE ABOVE IS GENERAL IN NATURE. THE CONTRACTOR HAS

THE OPTION OF PROPOSING AN ALTERNATIVE CONSTRUCTION SEQUENCE. THE

CONTRACTOR SHALL SUBMIT HIS ALTERNATIVE CONSTRUCTION SEQUENCE TO THE

OWNER FOR REVIEW PRIOR TO CONSTRUCTION.

PROJECT CONSTRUCTION VIBRATION MONITORING :

1. THE CONSTRUCTION WORK FOR THIS PROJECT WILL PRODUCE VIBRATIONS WHICH

MAY EFFECT NEARBY EXISTING STRUCTURES, EARTHEN BERMS AND/OR SLOPE

TERRAIN. THE CONTRACTOR IS REQUIRED TO MONITOR THE VIBRATIONS ON EXISTING

ELEMENTS WHICH MAY BE AFFECTED ACCORDING TO PROJECT SPECIFICATION 02 22

13 CONSTRUCTION VIBRATION MONITORING.

DEMOLITION AND SALVAGE:

1. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING LANDSIDE,

WATERSIDE, AND SUBMERGED STRUCTURES ON THE SITE AS SHOWN ON THE

DRAWINGS. THE APPROXIMATE LOCATION AND EXTENT OF THESE STRUCTURES HAVE

BEEN SHOWN ON THE DRAWINGS.

2. NOTIFY THE HARBOR MASTER, PORT OF BROWNSVILLE SECURITY, AND THE UNITED

STATES COAST GUARD PRIOR TO COMMENCING WATERSIDE DEMOLITION WORK.

3. COORDINATE AND SCHEDULE ALL DEMOLITION WITH THE OWNER AND

HARBORMASTER TO CAUSE MINIMAL INTERRUPTION TO MARINE TRAFFIC AND

MAINTAIN COORDINATION THROUGHOUT THE WATERSIDE DEMOLITION WORK.

4. DEMOLITION OF EXISTING FACILITIES, UNLESS NOTED OTHERWISE, SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF LEGALLY AND

PROPERLY.

5. ALL TIMBER, CONCRETE, STEEL AND OTHER DEBRIS SHALL BE HAULED OFF SITE AND

DISPOSED OF AT THE CONTRACTOR'S EXPENSE.

6. EXCAVATED SOIL AND ROCK SHALL BE DISPOSED OF AS DIRECTED BY OWNER AT THE

EXPENSE OF THE CONTRACTOR.

7. CONCRETE DECKING SHOULD BE REMOVED IN MANAGEABLE SECTIONS. ANY

CONCRETE DROPPED OVERBOARD SHALL BE RETRIEVED AND DISPOSED OF

PROPERLY.

DEMOLITION AND SALVAGE (CONTINUED):

8. MATERIALS TO BE SALVAGED FOR THE OWNER'S USE ARE AS FOLLOWS:

A. STREET AND DOCK SIGNAGE

B. SHORELINE RIP-RAP

C1. BASE BID: EXCLUDING SHORELINE RIPRAP, CONTRACTOR TO REMOVE ALL DEMOLISHED

CONCRETE MATERIALS/DEBRIS (REGARDLESS OF SIZE) FROM DOCK AND TRANSPORT TO

STORAGE WITHIN 3 MILE RADIUS FROM PROJECT SITE. NO PROTRUDING STEEL

REINFORCEMENT IS TO REMAIN IN STORED CONCRETE DEBRIS MEASURING LESS THEN 8

INCHES IN ANY DIMENSION.

C2. ALTERNATE BID: AT THE STORAGE SITE FOR REMOVED CONCRETE MATERIALS, CONTRACTOR

TO CUT DOWN CONCRETE TO MAXIMUM 36" DIMENSION AND CUT/REMOVE AND DISPOSE

PROTRUDING REINFORCEMENT FLUSH WITH CONCRETE EDGES.

9. MATERIALS TO BE SALVAGED SHALL BE STOCKPILED IN THE AREA AS DIRECTED BY. STOCKPILED

MATERIALS SHALL BE PLACED ON TIMBER SLEEPERS A MINIMUM OF 4-INCH ABOVE GROUND

SURFACE AND SHALL BE ADEQUATELY SUPPORTED UNLESS OTHER STORAGE METHOD IS

PRE-APPROVED BY OWNER.

10. ALL VISIBLE PILING HAVE BEEN SHOWN. IT IS POSSIBLE THAT THERE ARE PILES BROKEN OFF

BELOW THE WATER AND/OR GROUND SURFACE AND/OR MUDLINE THAT ARE NOT VISIBLE.

CONTRACTOR TO NOTIFY OWNER AND PROCEED AS DIRECTED. CONTRACTOR SHALL COMPLY WITH

ALL WATER QUALITY AND POLLUTION PREVENTION REGULATIONS, INCLUDING USE OF SILT

CURTAINS AND FLOATING BOOMS.

11. PILING SHALL NOT BE FULLY EXTRACTED UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR

SPECIFIC WRITTEN PERMISSION OF THE OWNER IS PROVIDED TO CONTRACTOR.

12. JETTING EXTRACTION METHODS FOR PILE REMOVAL ARE NOT ALLOWED UNLESS NOTED OR

APPROVED OTHERWISE IN WRITING BY OWNER.

13. CONTRACTOR SHALL PERFORM A POST-DEMOLITION DIVE SURVEY TO CONFIRM THAT ALL

SUBMERGED STRUCTURES/DEBRIS HAVE BEEN REMOVED WITHIN THE WORK LIMITS. SUBMIT THE

DIVE REPORT FOR ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATION 02 41 00 - DEMOLITION

FOR ADDITIONAL REQUIREMENTS INCLUDING THE PERFORMANCE OF BATHYMETRIC SURVEY.

14. ALL CONFIRMATION SURVEYS AND TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF SUBMITTALS DO NOT INDICATE WORK HAS BEEN SUCCESSFULLY COMPLETED, CONTRACTOR SHALL

BE RESPONSIBLE FOR COSTS AND PERFORMANCE OF ALL SUBSEQUENT TEST AND SURVEYS.

SITE WORK / EARTHWORK:

1. AREAS TO SERVE AS STORAGE AND/OR LAYDOWN SHALL BE CLEARED TO REMOVE ALL

VEGETATION.

2. TRANSITIONS IN GRADES DUE TO EXCAVATION AND DEMOLITION WORKS SHALL BE SMOOTH AND

UNIFORM.

3. THE AREA SURROUNDING THE CONCRETE PAVING AND WORK LIMITS SHALL BE GRADED IN SUCH A

MANNER THAT RAINWATER DOES NOT POND WITHIN THE WORK LIMITS. RUNOFF SHALL BE

DIVERTED AROUND THE PROJECT LIMITS BY MEANS OF PROPER GRADING.

4. EROSION CONTROL AND STABILIZATION MEASURES SHALL BE UTILIZED UPON RESTORATION OF

DISTURBED AREAS AT AND AROUND RAIL TRESTLE AND INTERNATIONAL SEAFARER CENTER.

MEASURES CAN INCLUDE SEEDING WITH MATS AND SODDING.

REFERENCE DATA:

1. HDR REPORT “GEOTECHNICAL ANALYSES AND RECOMMENDATIONS REPORT, CARGO DOCK 3

PHASE 1 DESIGN, BROWNSVILLE NAVIGATION DISTRICT, BROWNSVILLE, TX, DECEMBER 22, 2021.”

2. ORIGINAL DESIGN DRAWINGS OF CARGO DOCK 3 IN SPECIFICATION 02 41 00.

3. TOPOGRAPHIC SURVEY PERFORMED BY MEJIA AND ROSE, INCORPORATED DATED OCTOBER 11, 2021 IN SPECIFICATION 02 41 00.

4. DIVE REPORT “BROWNSVILLE NAVIGATION DISTRICT CARGO DOCK #3, DEBRIS REPORT”

CONDUCTED BY INDEPTH DIVING SERVICES LLC. ON OCTOBER 19, 2021 IN SPECIFICATION 02 41 00.

864+00

865+00

866+00

867+00

868+00

869+00

870+00

871+00

872+00

873+00

874+00

875+00

876+00

877+00

878+00

879+00

880+00

881+00

882+00

883+00

884+00

885+00

886+00

887+00

888+00

889+00

890+00

891+00

892+00

893+00

894+00

895+00

BROWNVILLE SHIP CHANNEL ALIGNMENT

CARG

CK 3

CHANNEL LIMIT

STAGING AND

REMOVED RIPRAP

STORAGE AREA

INDHAUS RD

R. L. OSTOS RD

O R

N INDIANA AVE

FOUST RD

L O

O P

CARGO DOCK 4

CARGO DOCK 1

CARGO DOCK 2

PATIO 2-7

CARGO DOCK 7

CARGO DOCK 8

CARGO DOCK 11

G O

D O

C K

PYRAMID YARD

U. S. CUSTOMS AND

HARBOR MASTER BUILDING

INTERNATIONAL

SEAFARER CENTER

DAVID SHOR RD

CP1

N: 16509591.45' E: 1344712.65'

A. VILLARREAL

D. R. BROYLES

031" = 200'

00G-03.dwg

OVERALL SITE, STAGING & STORAGE PLAN

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

OVERALL SITE, STAGING & STORAGE PLAN

1" = 200'

E E

X X

XXXXXX

X X

E E

X X

XXXXXXXXXXXXXXXXXXXXXX

X X

892+00

893+00

894+00

895+00

W N

G N

CARGO

DOCK 3

CHANNEL LIMIT

BOAT SLIP AND

WOOD DOCKS

RAIL SPUR

WINDHAUS RD

R . L

. O

O S

R D

U. S. CUSTOMS AND

HARBOR MASTER BUILDING

INTERNATIONAL

SEAFARER CENTER

-26 -30

-34 -36

-38

-38 -38

-3

-38

-36 -34 -30

"ISSUED FOR BID"09/22/2023 A

A. VILLARREAL

D. R. BROYLES

041" = 60'

00X-01.dwg

EXISTING DEMO SITE PLAN

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

EXISTING DEMO SITE PLAN

1" = 60'

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

SD SD

W W W W W W W W W W W W W W W

W W

W W W W W W

W W

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

ASPHALT DRIVE

WINDHAUS RD

INTERNATIONAL

SEAFARER CENTER

BROWNSVILLE NAVIGATIONAL CHANNEL

WATER SIDE DOCK EDGE

MOORING CLEAT, TYP

REMOVE RECESSED RAIL

RAIL TRESTLE

(SEE NOTE 1)

SALVAGE

DOCK SIGN

REMOVE RAILING

REMOVE

CONCRETE STEPS

FLAG POLE

AND LIGHT

(SEE NOTE 8)

ELECTRICAL

BOX TO REMAIN

LIGHT POLE

TO REMAIN

END OF

DRIVE

GRATE INLET

TO REMAIN

RAIL, TYP

(SEE NOTE 2)

CHAINLINK FENCE

(SEE NOTE 8) EDGE OF ASHPALT ROAD

TO REMAIN

6.9' X 9.5'

RESTROOM

TO BE REMOVED

DRAIN

TO REMAIN

REMOVE

CONCRETE RAMP

WATER METER

AND VALVES

(SEE NOTE 6)

GATE NO. 1

(SEE NOTE 8)

CONCRETE BASE

EDGE OF

CONCRETE PAVING

WATER METER, VALVES AND

CLEANOUTS (SEE NOTE 5)

RAILROAD

CROSSING SIGN

TO REMAIN

LIGHT POLE

TO REMAIN, TYP

CHAINLINK FENCE

(SEE NOTE 8)

CONCRETE PIPE

TO REMAIN

FULLY REMOVE

WOOD POSTS, TYP

(5 EACH)

EXISTING RIP RAP

TO REMAIN

(SEE NOTE 3)

SANITARY LIFT

STATION AND FENCE

TO REMAIN

GATE NO. 2

(SEE NOTE 8)

SALVAGE

STREET SIGN

REMOVE

CONCRETE DOCK

GATE NO. 3

(SEE NOTE 8)

5 6 7

18 19 20 21

SS SS SS SS SS

ELECTRICAL

UTILITIES

(SEE NOTE 7)

EXPANSION JOINT/EDGE OF PILE

SUPPORTED CONCRETE DOCK

UNDERGROUND/UNDER DOCK

UTILITIES TO BE DEMOLISHED

(VERIFY ROUTING IN FIELD)

LIGHT POLE

TO BE DEMOLISHED

EDGE OF CONCRETE

DECKING / PAVING

REMOVE

CONCRETE DECK

REMOVE DIRT RAMP

REMOVE

SHORELINE RIPRAP

20 FEET BEYOND

END OF DOCK

DOCK LENGTH 441.5'TRESTLE LENGTH 237.5'

SHORELINE

(APRX)

11' NORTH OF

EXISTING DOCK

SAW CUT AND

REMOVE PAVEMENT

PARKING LOT

TO REMAIN

WOOD POSTS

TO REMAIN, TYP

(9 EACH)

EXISTING STORM

CONCRETE PIPE

DRAIN BELOW DECK

( SEE NOTE 9)

A. VILLARREAL

D. R. BROYLES

051" = 20'

00X-02.dwg

DOCK FACILITY EXISTING DEMO PLAN (1 OF 2)

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

DEMOLITION LEGEND/NOTES:

DEMOLISH/REMOVE FEATURES

PHOTOGRAPH OF EXISTING CONDITION,

SEE SHEETS 07 THROUGH 14

1. THE RAIL TRESTLE SHALL BE FULLY DEMOLISHED

TO LIMITS SHOWN. SEE BELOW DECK

DEMOLITION DETAILS FOR PILE REMOVAL.

2. EXISTING RAIL SYSTEM TO BE REMOVED AND

REPLACED BY OTHERS (NIC).

3. ALL RIP RAP TO REMAIN EXCEPT WHERE NOTED.

REMOVE ALL RIP RAP BELOW EXISTING PILE

SUPPORTED DOCK AND AS REQUIRED TO

EXTRACT PILES.

4. POWER UTILITIES TO BE TERMINATED AND

REROUTED BY THE PORT AND PUB.

5. THE ROUTING FOR THESE UTILITIES IS

UNKNOWN. CONTRACTOR TO VERIFY AND

PERFORM WORK WITH CAUTION.

6. UTILITY ROUTING FOR VALVES TO BE CUT AND

CAPPED ON DOWNSTREAM SIDE OF METER.

VALVES AND METER TO REMAIN.

7. ELECTRICAL UTILITY ROUTING UNKNOWN.

CONTRACTOR TO COORDINATE WITH PORT AND

PUB TO DE-ENERGIZE, CAP AND REMOVE OR

RE-ROUTE OUTSIDE THE PROJECT AREA.

8. TO BE REMOVED AND SALVAGED BY OTHERS

(NIC).

9. EXISTING STORM DRAIN CONCRETE PIPE BELOW

DECK TO BE REMOVED UP TO THE EAST SIDE OF

PROPOSED LANDSIDE PLATFORM. COORDINATE

WITH DOCK DESIGN DRAWINGS AND OWNER.

REMAINING LENGTH OF PIPE WILL BE REMOVED

DURING NEW DOCK CONSTRUCTION PROJECT.

DOCK FACILITY EXISTING/DEMO PLAN

1" = 20'

C H

E E

X X

XXXXXXXXXXXXXXX

CALICHE AREA

WINDHAUS RD

DOCK ANCHOR, TYP

CHAINLINK FENCE

(SEE NOTE 8)

EDGE OF ASHPALT ROAD

TO REMAIN

GRATE INLET

WITH CONCRETE BASE

TO REMAIN

REMOVE

PANEL BOX

(SEE NOTE 8)REMOVE WOOD

POSTS

LIGHT POLE

TO REMAIN, TYP

RAIL BLOCK

TO REMAIN

CALICHE EDGE

OVERHEAD

POWER LINE

(SEE NOTE 4)

REMOVE

CODE BOX

(SEE NOTE 8)

FULLY REMOVE

TIMBER POLE CLUSTER

REMOVE

SHORELINE RIPRAP

20 FEET BEYOND

END OF DOCK

WOOD DOCKS FOR

BOAT SLIP TO REMAIN

PAVERS TO REMAIN

CONCRETE

BOAT RAMP

TO REMAIN

GRATE INLET

WITH CONCRETE BASE

TO REMAIN

REMOVE

FIRE DEPT.

CONNECTION

(SEE NOTE 5)

BROWNSVILLE NAVIGATIONAL CHANNEL

REMOVE

CONCRETE DOCK

WATER SIDE DOCK EDGE

MOORING CLEAT, TYP

REMOVE RECESSED RAIL

STREET SIGN

(SEE NOTE 8)

RAIL, TYP

(SEE NOTE 2)

REMOVE

LIGHT POLE

(SEE NOTE 8)

GATE NO. 4

(SEE NOTE 8)

CHAINLINK FENCE

(SEE NOTE 8)

CALICHE EDGE

POWER POLE, TYP

(SEE NOTE 4)

8 9 10

32 33 34

REMOVE

POWER POLE

WITH CONDUIT

AND GUY ANCHOR

(SEE NOTE 4)

PVC PIPES

(SEE NOTE 5)

REMOVE

CONCRETE WALLS

AND CALICHE RAMP

REMOVE RAILING, TYP

EXPANSION JOINT/EDGE OF PILE

SUPPORTED CONCRETE DOCK

EDGE OF CONCRETE

DECKING / PAVING

REMOVE

CONCRETE DECK

REMOVE BRUSH AND

TAP ROOTS

REFLECTOR

TO REMAIN

DOCK LENGTH 441.5'

SHORELINE

(APRX)

CUT OFF TIMBER POLE

CLUSTER BELOW

EXISTING GRADE

APRON AND

CULVERT PIPE

TO REMAIN

A. VILLARREAL

D. R. BROYLES

061" = 20'

00X-03.dwg

DOCK FACILITY EXISTING DEMO PLAN (2 OF 2)

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

DOCK FACILITY EXISTING/DEMO PLAN

1" = 20'

C H

DEMOLITION LEGEND/NOTES:

DEMOLISH/REMOVE FEATURES

PHOTOGRAPH OF EXISTING CONDITION,

SEE SHEETS 07 THROUGH 14

1. THE RAIL TRESTLE SHALL BE FULLY DEMOLISHED

TO LIMITS SHOWN. SEE BELOW DECK

DEMOLITION DETAILS FOR PILE REMOVAL.

2. EXISTING RAIL SYSTEM TO BE REMOVED AND

REPLACED BY OTHERS (NIC).

3. ALL RIP RAP TO REMAIN EXCEPT WHERE NOTED.

REMOVE ALL RIP RAP BELOW EXISTING PILE

SUPPORTED DOCK AND AS REQUIRED TO

EXTRACT PILES.

4. POWER UTILITIES TO BE TERMINATED AND

REROUTED BY THE PORT AND PUB.

5. THE ROUTING FOR THESE UTILITIES IS

UNKNOWN. CONTRACTOR TO VERIFY AND

PERFORM WORK WITH CAUTION.

6. UTILITY ROUTING FOR VALVES TO BE CUT AND

CAPPED ON DOWNSTREAM SIDE OF METER.

VALVES AND METER TO REMAIN.

7. ELECTRICAL UTILITY ROUTING UNKNOWN.

CONTRACTOR TO COORDINATE WITH PORT AND

PUB TO DE-ENERGIZE, CAP AND REMOVE OR

RE-ROUTE OUTSIDE THE PROJECT AREA.

8. TO BE REMOVED AND SALVAGED BY OTHERS

(NIC).

123456789101112131415161718192021222324252627282930313233343536373839404142434445

BROWNSVILLE NAVIGATION CHANNEL

CARGO DOCK NO. 3

LANDSIDE DOCK AREA

T3T4

RAIL TRESTLE PILES DOCK PILES

10', TYP

2.7' (VIF)

8.75'

Q P O

D C

B A

G F E

T1T2

535455

252627

FULLY EXTRACT 16" SQUARE CONCRETE PILES

AT EXISTING GRADE MUDLINE AND REMOVE

(GRID A TO GRID D - 178 EACH)

CUT 16" SQUARE CONCRETE PILES

AT EXISTING GRADE MUDLINE AND REMOVE

(GRID E TO Q - 430 EACH)

FULLY EXTRACT 16" SQUARE

CONCRETE PILES AT GRID T1

RAIL TRESTLE. (4) TOTAL

EXISTING STORM DRAIN CONCRETE PIPE BELOW

DECK TO BE REMOVED UP TO THE EAST SIDE OF

PROPOSED LANDSIDE PLATFORM. COORDINATE

WITH DOCK DESIGN DRAWINGS AND OWNER.

REMAINING LENGTH OF PIPE WILL BE REMOVED

DURING NEW DOCK CONSTRUCTION PROJECT

X X

BROWNSVILLE NAVIGATION CHANNEL

CUT 16" SQUARE CONCRETE PILES

AT EXISTING GRADE/MUDLINE

(GRID T2-T24; 92 PILES)

(VIF)

10', TYP

T5T6T7T8T9 T10T11

T12 T13

T14 T15

T17 T18

T16

T19 T20

T21

T22

T23

T24

A. VILLARREAL

D. R. BROYLES

071" = 20'

00X-04.dwg

BELOW DECK EXISTING DEMO PLAN

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

LEGEND:

PILE TO BE FULLY EXTRACTED AND REMOVED. JETTING PERMITTED, SEE SPECIFICATION

02 41 00 FOR LIMITATIONS. FILLING OF VOIDS NOT REQUIRED.

PILE TO BE CUT AT EXISTING MUDLINE AND REMOVED

REMOVE SHORELINE RIP-RAP AND/OR MISCELLANEOUS DEBRIS

AREA TO BE CLEARED OF ALL OBSTRUCTIONS FOR FUTURE PILE DRIVING OPERATIONS

PHOTOGRAPH OF EXISTING CONDITION, SEE SHEETS 07 THROUGH 14

THE ITEMS IDENTIFIED BELOW SHALL BE REMOVED ACCORDING TO DEMOLITION REQUIREMENTS

SPECIFIED. THESE ITEMS ARE ALSO IDENTIFIED IN DIVE REPORT “BROWNSVILLE NAVIGATION DISTRICT CARGO DOCK #3, DEBRIS REPORT” CONDUCTED BY INDEPTH DIVING SERVICES LLC. ON

OCTOBER 19, 2021 PROVIDED IN SPECIFICATION 02 41 00

BELOW DECK EXISTING/DEMO PLAN

1" = 20'

C H

E "A

C H

E "A

1. RIP RAP

2. 3" x 30" STEEL PIPE

3. 2" x 12" FLAT BAR

4. 18" x 18" x 12' TIMBER BOAT BUMPER

5. 12" x 24" FLAT PLATE

6. 18" x 18" x 12' TIMBER BOAT BUMPER

7. 12" x 12" WOOD PLANK

8. 18" x 18" x 12' TIMBER BOAT BUMPER

9. 18" x 18" x 12' TIMBER BOAT BUMPER

10. BROKEN PILE

11. 6" x 48" I-BEAM

12. 2" MOORING LINE

13. 2" MOORING LINE

14. TRIANGULAR 60" PLATE

15. 6" x 6' STEEL PIPE

16. 6" x 2' PVC PIPE

17. 8" x 4' STEEL PIPE

18. 24" FLAT TRIANGULAR PLATE

19. 6" x 6' STEEL PIPE

20. CONCRETE FRAGMENT 60" x 72"

21. 12" x 3' STEEL PILE PAIR

22. 6" x 48" STEEL PIPE

23. 6" x 48" STEEL PIPE

24. 12" METAL SHEET

25. 6" STEEL PIPE

26. 6" STEEL PIPE

27. 6" ANGLE IRON

28. 6" ANGLE IRON

29. SHEET METAL

30. 12" x 3' SHEET PILE PAIR

31. 16" x 40' CONCRETE DRAIN PIPE

RAIL TRESTLE PILE NOTES:

1. PRIOR TO PILE REMOVAL, CONTRACTOR SHALL SURVEY ALL RAIL TRESTLE PILE

LOCATIONS (GRID T1 THRU T24 ALONG WITH DOCK GRID 45) AND SUBMIT DATA FILE

AND ELECTRONIC DRAWING SIGNED AND SEALED BY LICENSED LAND SURVEYOR IN

TEXAS TO THE OWNER FOR RECORD.

2. PILE QUANTITIES AND SPACINGS ARE ESTIMATED ON RAIL TRESTLE.

R .R

. BEAM

CHAINLINK FENCE

(TO BE REMOVED AND

SALVAGED BY OTHERS, NIC)

RAIL (TO BE REMOVED

AND SALVAGED BY

OTHERS, NIC)

E O

F R

REMOVE

CONCRETE DECK

EXISTING

CONCRETE PILES

DITCH

CUT PILES AT EXISTING

GRADE/MUDLINE (BELOW RIPRAP)

TOP OF DECK

EL. +13.5' NAVD88

0.0' NAVD88

+0.35' (MHHW)

-1.15' (MLLW)

-28.0' NAVD88 (VARIES)

90'-1 1/2" 75'-6"

REMOVE PERIMETER

CONCRETE WALL AND

FOOTING

REMOVE PERIMETER

CONCRETE WALL AND

FOOTING

37'-0"

REMOVE TIMBER

FENDERS AND TIRES

MUDLINE VARIES

REMOVE EXISTING FILL

DOWN TO EL. +10.0' NAVD88.

STOCKPILE IN PORT

DESIGNATED AREA.

-48.5' NAVD88 (APRX)

EXTRACT

50' OAL PILESCUT OFF PILES AT MUDLINE

EL. +10.0' NAVD88

REMOVE SHORELINE

RIP-RAP AND/OR

MISCELLANEOUS DEBRIS

(NOTE: EXISTING IN-FILL STEEL SHEET

PILES APPROXIMATELY 6' LONG, WILL BE

ENCOUNTERED IN SOME AREAS,

REMOVE AND DISPOSE ACCORDINGLY)

R .R

. BEAM

CL TOP OF TRESTLE

EL. +13.5' NAVD88

0.0' NAVD88

+0.35' (MHHW)

-1.15' (MLLW)

≈ -19.5' NAVD88

EXTRACT 50' OAL PILES

(SEE PLAN ON SHEET 07)

REMOVE RAIL

AND TRESTLE

MUDLINE VARIES

-48.5' NAVD88 (APRX)

. BEAM

TOP OF TRESTLE

EL. +13.5' NAVD88

0.0' NAVD88

+0.35' (MHHW)

-1.15' (MLLW)

CUT PILES AT EXISTING

GRADE/MUDLINE

(SEE PLAN ON SHEET 07)

REMOVE RAIL

AND TRESTLE

MUDLINE VARIES

A. VILLARREAL

D. R. BROYLES

081/8" = 1'-0"

00X-05.dwg

EXISTING DEMO SECTIONS

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

TYPICAL DOCK SECTION

1/8" = 1'-0"

TYPICAL SECTION

RAIL TRESTLE (T1)

1/8" = 1'-0"

TYPICAL SECTION

RAIL TRESTLE (T2 TO T24)

1/8" = 1'-0"

A. VILLARREAL

D. R. BROYLES

09N/A

00X-06.dwg

EXISTING CONDITIONS PHOTOS 01

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 1

PHOTO 6

PHOTO 2

PHOTO 7

PHOTO 3

PHOTO 8

PHOTO 4

PHOTO 9

PHOTO 5

PHOTO 10

A. VILLARREAL

D. R. BROYLES

10N/A

00X-07.dwg

EXISTING CONDITIONS PHOTOS 02

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 11

PHOTO 16

PHOTO 12

PHOTO 17

PHOTO 13

PHOTO 18

PHOTO 14

PHOTO 19

PHOTO 15

PHOTO 20

A. VILLARREAL

D. R. BROYLES

11N/A

00X-08.dwg

EXISTING CONDITIONS PHOTOS 03

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 21

PHOTO 26

PHOTO 22

PHOTO 27

PHOTO 23

PHOTO 28

PHOTO 24

PHOTO 29

PHOTO 25

PHOTO 30

A. VILLARREAL

D. R. BROYLES

12N/A

00X-09.dwg

EXISTING CONDITIONS PHOTOS 04

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 31

PHOTO 36

PHOTO 32

PHOTO 37

PHOTO 33

PHOTO 38

PHOTO 34

PHOTO 39

PHOTO 35

PHOTO 40

A. VILLARREAL

D. R. BROYLES

13N/A

00X-10.dwg

EXISTING CONDITIONS PHOTOS 05

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 41

PHOTO 46

PHOTO 42

PHOTO 47

PHOTO 43

PHOTO 48

PHOTO 44

PHOTO 49

PHOTO 45

PHOTO 50

A. VILLARREAL

D. R. BROYLES

14N/A

00X-11.dwg

EXISTING CONDITIONS PHOTOS 06

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

CARGO DOCK 3

DEMOLITION

K. M. WUNDT

10320226

DRAWN BY

CHECKED BY

HDR Engineering, INC TBPELS Firm Registration No. F-754

PHOTO 51

PHOTO 56

PHOTO 52

PHOTO 57

PHOTO 53

PHOTO 58

PHOTO 54

PHOTO 59

PHOTO 55

PHOTO 60

File details come from the government source that posted it. Updated Apr 24, 2025.