1655327-SD Amend_1.pdf

PDF 1 MB Posted

Attached to
REPAIR SEAWALL AT URAGO DOCK 2 AT THE NOF URAGO, JAPAN
Solicitation number
N4008421B0104
Issued by

About this file

Written by GovTribe AI ·

This amendment modifies drawings for a solicitation seeking repair of a seawall at Urago Dock 2 in Japan. The Navy is soliciting bids to furnish all labor, supervision, management, tools, materials, and equipment to repair damage to the seawall near Dock 2 at Urago Ordnance in Yokosuka, Japan. The amendment revises two drawings related to sections and details of the seawall repair. Only local bidders will be considered for this locally issued solicitation under number N4008421B0104. The response due date and award timing are not provided.

View the file

Other files

File Type Posted
21B0104_0003.pdf PDF
1655327-SD Amend_2.pdf PDF
21B0104_0002.pdf PDF
PPI Attachment_1.pdf PDF
21B0104-0001.pdf PDF
21B0104D PPI Form.docx DOCX document
21B0104C_NOTICE.pdf PDF
1655327-SD.pdf PDF
21B0104A.pdf PDF
21B0104E Short Term Request Form.xlsx XLSX spreadsheet

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.

Amendment 0001

NAVFAC

E-PROJECT NUMBER

1655327

CONTINUATION SHEET

URA-DOCK2-NMC-REPAIR SEAWALL AT URAGO DOCK2

At the

NOF URAGO

The purpose of this Amendment is to change drawings.

1 TABLE OF CONTENTS

1.1 Revising Drawings

DOCUMENT 00 01 15.00 33 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 12/21/21:

[NAVFAC ]DWG NO. TITLE Revised Date

17259321 SECTION-1 12/21/21

17259322 SECTION-2 12/21/21

These revised/replaced Drawings accompany this amendment.

NOTE:

C1 NEW SECTION (OLD TYPE FOUNDATION)

NOTE:

A1 EXST SECTION (OLD TYPE FOUNDATION)

A4 EXST SECTION (NEW TYPE FOUNDATION)

C4 NEW SECTION (NEW TYPE FOUNDATION)

CU301

UR

A-

DO

CK

2-

NM

C-

RE

PA

IR

S

EA

W

AL

L

AT

U

RA

G O

D O

CK

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C O

M M

AN

D

FA

R

EA

ST

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

GL

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

EXST UTILITY, PIPE

AutoCAD SHX Text

EXST UTILITY, CONC ENCASEMENT

AutoCAD SHX Text

EXST AC PAVE

AutoCAD SHX Text

EXST GRASS AREA

AutoCAD SHX Text

AutoCAD SHX Text

BACKFILL SOIL

AutoCAD SHX Text

AutoCAD SHX Text

BEDDING SOIL, "KURO-TSUCHI", 100THK

AutoCAD SHX Text

AutoCAD SHX Text

GRASS, "KOURAI-SHIBA", 20THK, TYP

AutoCAD SHX Text

AutoCAD SHX Text

FILLED W/CONC

AutoCAD SHX Text

LEVELING CONC, , 100THK(MIN.)

AutoCAD SHX Text

ANCHOR ROD, L=2000, L=2000, @400, D29, SST400, D29, SST00, D29, SST

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text 1:0.3

AutoCAD SHX Text

CHAIN-LINK FENCE, H2100+450(OUTRIGGER), SEE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXST DRAIN PIPE DRAIN PIPE

AutoCAD SHX Text

AutoCAD SHX Text

1. ALL RE-BAR SHALL BE USED MARTENSITIC STAINLESS STEEL (400SERIES) ONE.

AutoCAD SHX Text B4

AutoCAD SHX Text

CU302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU101

AutoCAD SHX Text A3

AutoCAD SHX Text

SLOPE 1.5%

AutoCAD SHX Text

MATCH TO EXST

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text C4

AutoCAD SHX Text

CU302

AutoCAD SHX Text

CORROSION PROTECTION SHEET, -50~50 FROM TOP OF SEAWALL

AutoCAD SHX Text

EXTEND NEW STORM DRAIN PIPE, PVC, W/CONC ENCASEMENT, SEE

AutoCAD SHX Text B4

AutoCAD SHX Text

CU302

AutoCAD SHX Text

EXST SANDBAG, EXST SANDBAG, 1100 X 1000 H, TYP1100 X 1000±H, TYP

AutoCAD SHX Text

EXST SANDBAG, SMALL TYPE, TYPSANDBAG, SMALL TYPE, TYP

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text

1. QUANTITY OF THE SANDBAG IS ASSUMED. QUANTITY OF THE SANDBAG IS ASSUMED. 2. SIZE AND POSITION OF EXST UG UTILITY ARE ASUMMED.AND POSITION OF EXST UG UTILITY ARE ASUMMED.OF EXST UG UTILITY ARE ASUMMED..

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

GL

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

BLOW OFF SAND, GRAVEL, AND ANY OTHER SEDIMENT BY WATER JET

AutoCAD SHX Text

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXST UTILITY, CONC ENCASEMENT

AutoCAD SHX Text

EXST CHAIN-LINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text

EXST TEMPORARY SUPPORT FOR CHAIN-LINK FENCE, TYP

AutoCAD SHX Text

AutoCAD SHX Text

EXST TEMPORARY SUPPORT FOR CHAIN-LINK FENCE, TYP

AutoCAD SHX Text

EXST AC PAVE

AutoCAD SHX Text

EXST GRASS AREA

AutoCAD SHX Text

EDGE OF EXST CONC COPING

AutoCAD SHX Text

EXST UTILITY, PIPE

AutoCAD SHX Text

EXST DRAIN PIPE DRAIN PIPE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU001

AutoCAD SHX Text A3

AutoCAD SHX Text

EXST SANDBAG, 1100 X 1000±H, TYP

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

BLOW OFF SAND, GRAVEL, AND ANY OTHER SEDIMENT BY WATER JET

AutoCAD SHX Text

EXST CONC FOUNDATION, (NEW TYPE)NEW TYPE) TYPE)

AutoCAD SHX Text

EXST BROKEN SEAWALL

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU001

AutoCAD SHX Text A3

AutoCAD SHX Text

LEVELING CONC, 100THK(MIN.), 100THK(MIN.)

AutoCAD SHX Text 1:0.3

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

EXST CONC FOUNDATION, (NEW TYPE)NEW TYPE) TYPE)

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF

AutoCAD SHX Text

AutoCAD SHX Text

FILLED W/CONC

AutoCAD SHX Text

BACKFILL SOIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ANCHOR ROD, L=2000, L=2000, @400, D29, SST400, D29, SST00, D29, SST

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU101

AutoCAD SHX Text A3

AutoCAD SHX Text

SECTION-1

AutoCAD SHX Text 17259321

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

CUI//FEDCON

AutoCAD SHX Text

CUI//FEDCON

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text THE CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING THE WORK MUST BE RESPONSIBLE FOR COORDINATING THE WORK BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

AutoCAD SHX Text

IF SHEET IS LESS THAN 594 X 841 REDUCED PRINT. USE GRAPHIC SCALES

AutoCAD SHX Text

NOF URAGO

AutoCAD SHX Text

YOKOSUKA, JAPAN

AutoCAD SHX Text

FEAD, YOKOSUKA

AutoCAD SHX Text

YOKOSUKA, JAPAN

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 1655327

AutoCAD SHX Text

CFAY

AutoCAD SHX Text 20/05/2021

AutoCAD SHX Text

YY

AutoCAD SHX Text

YY

AutoCAD SHX Text

KY

AutoCAD SHX Text

SA/AM

AutoCAD SHX Text

KY

AutoCAD SHX Text

SA

AutoCAD SHX Text

AutoCAD SHX Text Steven Agena

AutoCAD SHX Text 20/05/2021

AutoCAD SHX Text 1:30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DRAWING REVISED IN ACCORDANCE WITH AMDT 0001

AutoCAD SHX Text 12/21/21

AutoCAD SHX Text

KY

AutoCAD SHX Text

NOTE:

C1 NEW SECTION (OLD TYPE FOUNDATION)

A1 EXST SECTION (OLD TYPE FOUNDATION) A3 EXST SECTION (NEW TYPE FOUNDATION)

C3 NEW SECTION (NEW TYPE FOUNDATION)

A4 EXPANSION JOINT DETAIL

B4 REINFORCING AT OPENING PART

NOTE:

C4 DETAIL OF FENCE

CU302

UR

A-

DO

CK

2-

NM

C-

RE

PA

IR

S

EA

W

AL

L

AT

U

RA

G O

D O

CK

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C O

M M

AN

D

FA

R

EA

ST

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

GL

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

EXST GRASS AREA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text 1:0.3

AutoCAD SHX Text

AutoCAD SHX Text

EXST "KENCHI" STONE SEAWALL

AutoCAD SHX Text

LEVELING CONC, , 100THK(MIN.)

AutoCAD SHX Text

1. ALL RE-BAR SHALL BE USED MARTENSITIC STAINLESS STEEL (400SERIES) ONE.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU101

AutoCAD SHX Text A3

AutoCAD SHX Text

SLOPE 1.5%

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

CHAIN-LINK FENCE, H2100+450(OUTRIGGER), SEE

AutoCAD SHX Text C4

AutoCAD SHX Text

CU302

AutoCAD SHX Text

CORROSION PROTECTION SHEET, -50~50 FROM TOP OF SEAWALL

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

GL

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

BLOW OFF SAND, GRAVEL, AND ANY OTHER SEDIMENT BY WATER JET

AutoCAD SHX Text

EXST GRASS AREA

AutoCAD SHX Text

EXST "KENCHI" STONE SEAWALL

AutoCAD SHX Text

EXST CONC COPING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXST CHAIN-LINK FENCE

AutoCAD SHX Text

EDGE OF EXST CONC COPING

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU001

AutoCAD SHX Text A3

AutoCAD SHX Text

EXST CONC FOUNDATION, (OLD TYPE)

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text

BLOW OFF SAND, GRAVEL, AND ANY OTHER SEDIMENT BY WATER JET

AutoCAD SHX Text

EXST CONC FOUNDATION, (NEW TYPE)NEW TYPE) TYPE)

AutoCAD SHX Text

EXST "KENCHI" STONE SEAWALL

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU001

AutoCAD SHX Text A3

AutoCAD SHX Text L.W.L.

AutoCAD SHX Text H.W.L.

AutoCAD SHX Text

EXST SEABED

AutoCAD SHX Text

EXST BEDROCK, (ASSUMED)

AutoCAD SHX Text

ASSUMED

AutoCAD SHX Text 1:0.3

AutoCAD SHX Text

EXST CONC FOUNDATION, (NEW TYPE)NEW TYPE) TYPE)

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF

AutoCAD SHX Text

ANCHOR ROD, L=2000, L=2000, @400, D29, SST400, D29, SST00, D29, SST

AutoCAD SHX Text

EXST "KENCHI" STONE SEAWALL

AutoCAD SHX Text

LEVELING CONC, , 100THK(MIN.)

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU101

AutoCAD SHX Text A3

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

EXPANSION JOINT FILLER

AutoCAD SHX Text

BACKER RODS

AutoCAD SHX Text

EXST SEAWALL, COPING OR COMPACTED GRAVEL

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:5

AutoCAD SHX Text

CU101

AutoCAD SHX Text A3

AutoCAD SHX Text

BACKFILL CONCBACKFILL CONC

AutoCAD SHX Text

CONC SEAWALL

AutoCAD SHX Text

NEW STORM DRAIN PIPE, PVC

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:30

AutoCAD SHX Text

CU301

AutoCAD SHX Text C1

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF, TYP , TYP

AutoCAD SHX Text OPENING REINFORCING BAR, REINFORCING BAR, 2-D13, SST, L=1000, TYP D13, SST, L=1000, TYP , SST, L=1000, TYP L=1000, TYP TYP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text CHAIN-LINK FABRIC #10-50x50

AutoCAD SHX Text

BOTTOM RAIL, , W/WEEP HOLE, 38.1X1.68.1X1.6X1.61.6

AutoCAD SHX Text

WIRE #8

AutoCAD SHX Text

BARBED WIRE, #14, TYP

AutoCAD SHX Text

DOUBLE OUTRIGGER, TYP

AutoCAD SHX Text

TOP RAIL 38.1X1.68.1X1.6X1.61.6

AutoCAD SHX Text

POST, 50.8X2.3,TYP

AutoCAD SHX Text

TOP OF SEAWALL

AutoCAD SHX Text

1. FENCE AND RELATED ITEMS SHALL BE USED GALVANIZED STEELFENCE AND RELATED ITEMS SHALL BE USED GALVANIZED STEEL SHALL BE USED GALVANIZED STEEL GALVANIZED STEEL

AutoCAD SHX Text

BACKFILL SOIL

AutoCAD SHX Text

CONC SEAWALL

AutoCAD SHX Text

REINFORCING BAR, SST, D13, @200 OC, EW, EF

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1:20

AutoCAD SHX Text

CU301

AutoCAD SHX Text C1

AutoCAD SHX Text

CORROSION PROTECTION SHEET, -25~25 FROM TOP OF SEAWALL

AutoCAD SHX Text

SECTION-2

AutoCAD SHX Text 17259322

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

CUI//FEDCON

AutoCAD SHX Text

CUI//FEDCON

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text THE CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING THE WORK MUST BE RESPONSIBLE FOR COORDINATING THE WORK BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

AutoCAD SHX Text

IF SHEET IS LESS THAN 594 X 841 REDUCED PRINT. USE GRAPHIC SCALES

AutoCAD SHX Text

NOF URAGO

AutoCAD SHX Text

YOKOSUKA, JAPAN

AutoCAD SHX Text

FEAD, YOKOSUKA

AutoCAD SHX Text

YOKOSUKA, JAPAN

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 1655327

AutoCAD SHX Text

CFAY

AutoCAD SHX Text 20/05/2021

AutoCAD SHX Text

YY

AutoCAD SHX Text

YY

AutoCAD SHX Text

KY

AutoCAD SHX Text

SA/AM

AutoCAD SHX Text

KY

AutoCAD SHX Text

SA

AutoCAD SHX Text

AutoCAD SHX Text Steven Agena

AutoCAD SHX Text 20/05/2021

AutoCAD SHX Text 1:30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1:5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1:20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DRAWING REVISED IN ACCORDANCE WITH AMDT 0001

AutoCAD SHX Text 12/21/21

AutoCAD SHX Text

KY

Amend memo
AMENDMENT-Continuation sheet
AMENDMENT-1655327(URAGO SEAWALL) with adding conc poles
Sheets and Views
AMENDMENT-1655327(URAGO SEAWALL) with adding conc poles-17259321
AMENDMENT-1655327(URAGO SEAWALL) with adding conc poles-17259322
PPIs_2021.12.16
Drawing-1

File details come from the government source that posted it. Updated .