A.1.9 - PRESOL FIO DWG_WaterslideTorii.pdf

PDF 5 MB Posted May 21, 2020

Attached to: FY20 O&M Repair Torii Beach Waterslide, Okinawa
Solicitation number: W912HV20B0007
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides a pre-solicitation notice for an upcoming invitation for bid (IFB) from the U.S. Army Corps of Engineers, Japan District. The IFB will seek bids to repair a waterslide structure, staircase, and associated components at Torii Station in Okinawa, Japan, with a project value between 100-500 million Japanese YEN. Work includes drainage system repair, footbath repair, structural repair, and replacement of the lightning protection system. The IFB is anticipated for release in early June 2020, with the site visit date, request for information deadline, and bid submission date to be specified in the solicitation documents available on Beta.SAM.gov. Award of a firm-fixed-price construction contract is planned for no later than September 30, 2020. Only local Japanese firms registered with the Government of Japan and holding the necessary construction license may bid.

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STAG1

2.418

2.403

2.376

2.3751.651

2.280

2.388

2.415

3.310

2.365

2.584

2.622

2.495 2.562

2.530

2.559

2.550

2.503

2.369

2.400

2.408

2.416

2.527

2.6012.628

2.908

2.634

2.566 2.633

2.537

2.504

2.465 2.513

2.586

2.358 2.4172.613

2.307

2.319

2.492 2.661

2.633 2.438

2.314

2.546

2.583

2.827 2.725

2.668

2.659

2.6692.652

2.668 2.622

2.500

2.616

2.668

2.505

2.511 3.042

2.458 2.592 2.564

2.549

2.589

2.659

2.661

1.8351.811

1.532

1.4401.439

2.550

2.585

2.580 3.037

2.669

2.746

2.564

2.615 2.668

2.594

2.522 2.424

2.520

2.242

2.452

2.469

2.470

2.303

2.339

2.400

2.4462.398

2.422

2.493

2.477

2.208

2.467

2.218

2.4552.485

2.460 2.417

2.325

2.630

2.610

2.598 2.5342.584

2.636

2.679 2.634

2.6282.573

2.641

2.538

2.485

2.319

2.271

2.316

2.346

2.528

2.536

2.522 2.5722.579

2.611

2.617

2.570

2.613 2.525

2.698

2.501

2.615

2.701

2.450

2.465

2.4122.243

2.272

2.290

2.286

2.256 2.528

2.550

2.670

2.7562.623

2.231

2.275

2.300

2.287

2.302

2.279

2.283

2.245

2.209

2.242

2.210

2.118

2.405

2.396

2.361 2.543

2.550

X=41640

X=41700

SDx

BLDG

2.627

2.632

2.633

2.628

2.616

2.452SD

C P

BLDG

316A

W x

Wx Wx

W x

SDx

SDx SDx

Ø 25 H

IVC

SDx

X=41670

X=41610

X=41640

X=41700

X=41670

X=41610

2.5

2.25

2.5

2.25

NOTES: 1. UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE PROVIDED FOR

INFORMATION ONLY AND ARE BASED ON INFORMATION SHOWN ON PLANS/MAPS PREPARED BY

OTHERS. THE INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE REPRESENTATIVE OF

ACTUAL FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES AND/OR STRUCTURES MAY OR

MAY NOT BE PRESENT AT THE LOCATIONS SHOWN OR OTHER UNDERGROUND UTILITY LINES

AND/OR STRUCTURES NOT SHOWN MAY BE PRESENT.

2. UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR

STRUCTURES ARE APPROXIMATE. NO GUARANTEE IS MADE ON THE ACCURACY OR

COMPLETENESS OF THE INFORMATION SHOWN. THE USER(S) OF THIS TOPOGRAPHIC SURVEY

MAP SHALL VERIFY THE INFORMATION, AS NEEDED, DURING DESIGN AND CONSTRUCTION.

GRAPHIC SCALE N

1 : 250

EXISTING TOPOGRAPHICAL SURVEYA2

105310 25m 1 : 250

15 20

DT-1

Y=23141.012 X=41683.320

EL=2.563

DT-2

CONTROL POINTS SUMMARY TABLE

(BASED ON JGD2011 ZONE 15 DATUM)

No.

COORDINATES ELEVATION

X Y

DT-1 41683.320 23141.012 2.563

DT-2 41643.167 23143.002 2.423

Y=23143.002 X=41643.167

EL=2.423

STRUCTURE

EXIST DESCRIPTION

BLDG

CONCRETE SIDEWALK

TREE AND SHRUB

LEGEND

NON SLIP TILE PAVEMENT

XFENCE LINE

SURFACE INLET

GRATING COVER

DRAINAGE MANHOLE DMH

DRAINAGE LINE SDx

GATE VALVE

WATER LINE Wx

SPOT ELEVATION

CONTOUR LINE

2.300

2.50

SODDING

RETAINING WALL

C R

O N

N N

C O

N O

D R

G C

O D

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-D -0

U .S

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2 3 4 5 6 7 8 9 10

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US Army Corps of Engineers

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OR IN

FORMATIO

GENERAL NOTES:

1. ALL UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST, BASED

ON AVAILABLE RECORDS ARE INDICATED ON THE PLANS AND ARE

APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE

AND DEPTH OF THE UTILITIES WHERE SHOWN AND EXERCISE PROPER CARE

IN EXCAVATING THE AREA. ANY DAMAGE TO THESE UTILITIES SHALL BE

REPAIRED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR AN EXCAVATION PERMIT.

2. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT,

SIDEWALKS, CURBS, AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE

SHOWN ON DRAWINGS, THAT ARE DISTURBED BY CONTRACTOR'S

OPERATIONS, SHALL BE RESTORED TO A CONDITION SATISFACTORY TO THE

CONTRACTING OFFICER AND SHALL MATCH EXISTING ADJACENT SURFACES.

3. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS, ELEVATIONS

AND DETAILS SHOWN ON THE PLANS PRIOR TO START OF ANY

CONSTRUCTION WORK. ANY UNCERTAINTIES OR DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IMMEDIATELY

FOR CLARIFICATION.

4. IF A CONFLICT ARISES BETWEEN THE REQUIREMENTS OF THE GENERAL

PROVISIONS AND THE SPECIFICATIONS, THE REQUIREMENTS OF THE

SPECIFICATIONS SHALL GOVERN.

5. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED

DUE TO UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE

CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER OF SUCH

CONFLICT. NO CHANGES IN ALIGNMENT OR GRADE SHALL BE MADE WITHOUT

THE APPROVAL OF THE CONTRACTING OFFICER IF NOT SHOWN ON PLANS.

6. THE PROJECT SITE SHALL BE FENCED AND SECURED AT ALL TIMES DURING

CONSTRUCTION. FENCES AND GATES SHALL BE STRUCTURALLY INTACT AND

LOCKED DURING PERIODS OF NO CONSTRUCTION WORK. THE WORK AREA

FOR A SPECIFIC WORK PERIOD SHALL BE FLAGGED BEFORE THE

COMMENCEMENT OF WORK FOR THAT PERIOD.

7. THE CONTRACTOR SHALL SUBMIT A DUST AND EROSION CONTROL PLAN TO

THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY COMMENCEMENT

OF GRADING OR TRENCHING. THE DUST AND EROSION CONTROL PLAN SHALL

ADDRESS PREVENTION OF SILTATION TO ADJACENT AND EXISTING

WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ANY

PERMITS REQUIRED FOR REMOVING DELETERIOUS MATERIALS FROM THE

PROJECT SITE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY CLEARING AND

REMOVAL OF ALL SILT AND DEBRIS GENERATED BY HIS GRADING AND

CONSTRUCTION WORK THAT DEPOSIT AND ACCUMULATE ON ROADWAYS OR

OTHER AREAS. THE CONTRACTOR SHALL REIMBURSE THE GOVERNMENT FOR

ALL COSTS ASSOCIATED WITH REMEDIAL ACTION REQUIRED AND MADE

NECESSARY BY THE CONTRACTOR'S NON-PERFORMANCE OF HIS WORK.

9. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF-SITE ALL SHRUBS,

TREE ROOTS, AND ORGANIC MATERIALS ENCOUNTERED DURING

CONSTRUCTION AS REQUIRED.

10. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AND

OTHER WASTE MATERIAL AT AN APPROVED OFF-SITE DISPOSAL AREA IN

ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS AND

SHALL PROVIDE DOCUMENTATION OF DISPOSAL SITES BEING UTILIZED. ALL

PERMITS REQUIRED FOR OFF-SITE DISPOSAL SHALL BE OBTAINED BY THE

CONTRACTOR.

11. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED

PLANS AT THE PROJECT SITE DURING THE WORK.

12. SEEDING/SOD SHALL BE PROVIDED IN ALL UNPAVED AREAS DISTURBED BY

THE CONTRACTOR DURING CONSTRUCTION. SEEDING/SOD SHALL BE

APPROVED BY THE CONTRACTING OFFICER.

13. TOPOGRAPHIC SURVEY COMPLETED BY CONTROL POINT SURVEYING, INC . ON

JULY 2019. SUBSEQUENT PARTIES ARE REQUIRED TO MAKE PRUDENT CHECKS

PRIOR TO USE OF THIS TOPOGRAPHIC SURVEY MAP. THE CONTRACTOR SHALL

RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT BUILDINGS AND SITE

IMPROVEMENTS PRIOR TO CONSTRUCTION AND TO VERIFY BENCHMARKS.

14. THE CONTRACTOR SHALL MARK ON THE GROUND ALL OF THE NEW UTILITY

LINES AND PROVIDE ALL LAND SURVEY CONSTRUCTION STAKEOUT SERVICES.

15. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AND FROM DRIVEWAYS

AND PUBLIC AREAS AT ALL TIMES, UNLESS OTHERWISE NOTED.

16. WHEN EXCAVATIONS ARE ADJACENT TO OR UNDER EXISTING STRUCTURES

OR FACILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY

SHEETING AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING

GROUND TO RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS

AND SETTLEMENT AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES

AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY PROTECT

IT FROM DAMAGE, UNLESS OTHERWISE NOTED.

17. DURING NON-WORKING HOURS, ALL CONSTRUCTION EQUIPMENT AND

MATERIALS SHALL BE STORED IN A DESIGNATED STORAGE AREA.

18. ALL GRASSED OR PLANTED AREAS DAMAGED DURING THE CONSTRUCTION

WHETHER BY STOCKPILING OF EXCAVATION MATERIAL OR OTHER

OPERATIONS SHALL BE RESTORED TO A CONDITION SATISFACTORY TO THE

CONTRACTING OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

WATERING AND MAINTAINING THESE AREAS UNTIL GROWTH IS ESTABLISHED

TO THE SATISFACTION OF THE CONTRACTING OFFICER.

GENERAL NOTES (CONT):

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRANSPORTATION AND

DISPOSAL OF ALL EXCAVATED MATERIALS TO AN APPROVED OFF-BASE

DISPOSAL SITE. THERE IS NO ON-BASE FACILITY OR AREA AVAILABLE TO THE

CONTRACTOR FOR ANY DISPOSAL OF EXCAVATED MATERIALS.

20. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PREVENT

EROSION AND THE TRANSPORT OF SEDIMENTS ONTO PAVED SURFACES AND

INTO DRAINAGE FACILITIES, AND COMPLY WITH THE REQUIREMENTS OF

FEDERAL AND LOCAL REGULATIONS.

21. TEMPORARY EROSION CONTROL MEASURE, INCLUDING DRAINAGE SWALES,

GRASSING AND SILT FENCES SHALL BE CONSIDERED INCIDENTAL TO THE

PROJECT AT NO EXTRA COST TO THE GOVERNMENT. TEMPORARY EROSION

CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION

CONTROL MEASURES ARE IN PLACE AND ESTABLISHED.

21. NON-COMPLIANCE OF ANY OF THE REQUIREMENTS PRESENTED ON THESE

PLANS OR IN THE SPECIFICATIONS SHALL MEAN IMMEDIATE SUSPENSION OF

ALL WORK AND REMEDIAL WORK SHALL COMMENCE IMMEDIATELY. ALL COST

INCURRED SHALL BE BILLED TO THE CONTRACTOR. FURTHERMORE,

VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE CIVIL AND/OR

CRIMINAL PENALTIES.

22. THE CONTRACTOR SHALL PROVIDE A SMOOTH RIDING SURFACE CONNECTION

BETWEEN NEW AND EXISTING PAVEMENT SURFACES.

GRADING, CLEARING AND GRUBBING, AND DEMOLITION NOTES:

1. NO CONTRACTOR SHALL PERFORM ANY GRADING, CLEARING & GRUBBING AND

DEMOLITION OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN

ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS

OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE

CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

2. ALL VOIDS AND CAVITIES CREATED BY THE REMOVAL WORK SHALL BE

BACKFILLED AND COMPACTED IN MAXIMUM 150mm LIFTS WITH FILL MATERIAL

TO MATCH EXISTING SURROUNDING SOILS AND GRADES.

3. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM

DAMAGING THE CUT FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF

A FILL. FURTHERMORE, ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT

SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.

4. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON

AS FINAL GRADES HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE

DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED. GRADING TO

FINAL GRADE SHALL BE CONTINUOUS AND ANY AREA WITHIN WHICH WORK HAS

BEEN INTERRUPTED OR DELAYED, SHALL BE PLANTED.

5. THE LIMITS OF THE AREA TO BE GRADED, CLEARED AND DEMOLISHED SHALL

BE FLAGGED BEFORE THE COMMENCEMENT OF THE WORK.

6. ALL GRADING, CLEARING & GRUBBING AND DEMOLITION OPERATIONS SHALL BE

PERFORMED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE

LOCAL WATER POLLUTION CONTROL AND WATER QUALITY STANDARDS.

7. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE

PERMANENT EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED.

8. IF CONTAMINATED SOILS ARE ENCOUNTERED, THE CONTRACTOR SHALL

IMMEDIATELY INFORM THE CONTRACTING OFFICER.

9. ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT MEASURES TO

ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION

SITE WILL BE REDUCED TO THE MAXIMUM EXTENT PRACTICABLE AND WILL NOT

CAUSE OR CONTRIBUTE TO AN EXCEEDANCE OF WATER QUALITY STANDARDS.

10. THE ITEMS TO BE REMOVED SHALL BE VERIFIED WITH THE CONTRACTING

OFFICER BEFORE THE COMMENCEMENT OF DEMOLITION WORK. ITEMS

INDICATED TO BE DEMOLISHED AND REMOVED SHALL BE REMOVED TO THEIR

FULL EXTENT, UNLESS OTHERWISE ACCEPTED BY THE CONTRACTING OFFICER.

EROSION & SEDIMENTATION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREPARE A PROJECT-SPECIFIC EROSION AND

SEDIMENTATION CONTROL (ESC) PLAN, WHICH CONFORMS TO THE CONTRACT

SPECIFICATIONS AS WELL AS LOCAL ESC STANDARDS AND CODES. THE PLAN

SHALL BE INCLUDED IN THE ENVIRONMENTAL PROTECTION PLAN, AND

APPROVED BY THE CONTRACTING OFFICER BEFORE CONSTRUCTION

COMMENCES.

2. THE ESC PLAN SHALL INCLUDE A MINIMUM OF ONE OF THE FOLLOWING

DOCUMENTATION REQUIREMENTS:

A. WRITTEN EVIDENCE THAT SCHEDULED PERIODIC INSPECTION OF THE

ESC MEASURES WAS PERFORMED THROUGHOUT THE CONSTRUCTION

PROCESS AND THAT THE PLAN WAS CARRIED OUT APPROPRIATELY.

B. DATE-STAMPED PHOTOS WHICH SHOW THE IMPLEMENTED ESC

MEASURES AND DESCRIPTION OF ANY CORRECTIVE ACTIONS TAKEN.

C. NARRATIVE DESCRIBING THE ESC PLAN IMPLEMENTATION.

3. THE CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION AT ALL INLETS IN

THE VICINITY THAT MAY BE AFFECTED BY CONSTRUCTION RUNOFF PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION WORK.

4. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN

PLACE BEFORE EARTHWORK OPERATIONS BEGIN.

5. EXPOSED TRENCHED AREAS SHALL BE PROTECTED FROM RUNOFF AND WIND

EROSION WITH STEEL PLATE COVERS UNTIL REPAVING CAN BE

ACCOMPLISHED.

6. DRAIN INLET PROTECTION SHALL BE MONITORED PERIODICALLY AND/OR

AFTER SIGNIFICANT RAINFALL EVENTS 12.5 MILLIMETERS OR GREATER FOR

STRUCTURAL INTEGRITY AND SEDIMENT BUILD-UP. DAMAGED OR IMPROPERLY

FUNCTIONING FILTERS SHALL BE REPLACED (PAID FOR BY THE CONTRACTOR)

AND SEDIMENT ACCUMULATION SHALL BE REMOVED. AFTER EARTHWORK

OPERATIONS, EXISTING CATCH BASINS AND DRAIN MANHOLES SURROUNDING

THE PROJECT SITE SHALL BE INSPECTED AND ACCUMULATED SEDIMENT

SHALL BE REMOVED. FLUSHING INTO THE CATCH BASINS AND DRAIN

MANHOLES IS PROHIBITED.

7. THE FINAL LIFT OF EACH DAY'S WORK SHALL BE COMPACTED TO PREVENT

EROSION OF FILL…

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 May 21, 2020.