Report_Lead_Sch C_Site 463.pdf

PDF 2 MB Posted

Attached to
Landslide Repairs - East Region Contract 1
Solicitation number
693C73-21-B-000012
Issued by

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Written by GovTribe AI ·

This solicitation is seeking sealed bids from certified Small Business Concerns for the PR ST ER PRMNT RPR(8) Landslide Repairs - East Region Contract 1 Project. The project consists of repairing landslide and washout damage from Hurricanes Irma and Maria on PR-3 Km 69.3-70.6, PR-1 km 61.8 and PR-909 km 5.55, along with other miscellaneous work. Work includes construction of a gabion basket wall, marine gabions, a mechanically stabilized earth wall, excavation, pavement, erosion and sediment control, traffic control, and other items. The project will be split into multiple work schedules with the total cost expected between $1,000,000 and $5,000,000. Contract award is subject to Coastal Zone Management certification. Bid documents will be issued on or about April 16, 2021, with bid due date and location specified in block 13a of the solicitation. Interested vendors must register at www.beta.sam.gov. The solicitation is being conducted by the Department of Transportation Federal Highway Administration Eastern Federal Lands Highway Division.

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Other files

File Type Posted
Results of Bid Opening - PR ST ER PRMNT RPR(8).pdf PDF
Amendment 0005 - PR ST ER PRMNT RPR(8).pdf PDF
Amendment 0004 - PR ST ER PRMNT RPR(8).pdf PDF
Amendment 0003 - PR ST ER PRMNT RPR(8).pdf PDF
Amendment 0002 - PR ST ER PRMNT RPR(8).pdf PDF
Amendment 0001 - PR ST ER PRMNT RPR (8).pdf PDF
Master Utility Agreement PRHTA and PRASA.PDF PDF
DTOPs Manual de Senales de Transito (MST).pdf PDF
NEPA_Sch B_Site 2.pdf PDF
Report_Asbestos_Sch B_Site 2.pdf PDF
PRHTAs Standard Drawings.pdf PDF
Plans - PR ST ER PRMNT RPR(8).pdf PDF
Report_Asbestos_Sch A_Site 344.pdf PDF
Report_Asbestos_Sch C_Site 463.pdf PDF
PRHTAs Standard Specifications.pdf PDF
Report_Lead_Sch A_Site 344.pdf PDF
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IFB Solicitation - PR ST ER PRMNT RPR (8).pdf PDF
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ADV_Bidders Qualifications Form.doc DOC document
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LEAD BASED PAINT INSPECTION REPORT

FOR

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

SAMPLING CONDUCTED AT

PROJECT: LANDSLIDE AND ROAD DAMAGE EVALUATION

AND REPAIR RECOMMENDATIONS

A/C 805544

PR-909, KM. 5.55, HUMACAO, P.R.

ZEM-19122

MAY, 2019

PREPARED BY:

ZIMMETRY ENVIRONMENTAL MANAGEMENT CORP.

PO BOX 3545 BAYAMÓN, PR 00958

PHONE: 787.995.0005

WWW.ZIMMETRY.COM

INFO@ZIMMETRY.COM

Lead Based Paint Inspection

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

TABLE OF CONTENT

SECTION 1: Executive Summary

1.1 Introduction

1.2 Summary of Property Evaluation

SECTION 2: LEAD-BASED PAINT INSPECTION REPORT Summary

2.1 Overview of the Evaluation Summary

2.2 Conditions and Limitations

2.3 Environmental Assessment Report Certification

SECTION 3: APPENDICES

Appendix A: Certifications, Licenses, and Accreditations

Appendix B: Project Photographs

Appendix C: Location Plan

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

SECTION 1: EXECUTIVE SUMMARY

1.1 INTRODUCTION

A Lead-Based Paint inspection was conducted on May 22, 2019 at the landslide located at, PR-909, Km. 5.55 Humacao, Puerto Rico as part of Group-A: ER-HWY-463, Landslide and Road Damage Evaluation and Repair Recommendations project. The lead-based paint inspection was performed to identify paint that contains lead above allowable levels and to assist with the compliance of local, state and federal regulations.

1.2 SUMMARY OF PROPERTY EVALUATION

The project consisted of the evaluation of the landslide at the aforementioned site. The evaluation found that no painted surfaces were observed at the site on the date of the evaluation. The landslide is located in the Global Positioning System (GPS) in Lat.:

18.1156, Long.: -65.8605.

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

SECTION 2: LEAD-BASED PAINT INSPECTION REPORT

2.1 OVERVIEW OF THE EVALUATION

This lead-based paint inspection is an exterior investigation to identify all lead-based paint on a surface-by-surface basis. A lead-based paint inspection conforming to HUD guidelines was performed at the landslide. The evaluation found that no painted surfaces were observed at the site on the date of the evaluation.

2.2 CONDITIONS AND LIMITATIONS—DISCLAIMER

Zimmetry Environmental Management Corp. has performed this lead-based paint inspection in a thorough and professional manner consistent with commonly accepted industry standards. The Preparer cannot guarantee and does not warrant that this evaluation has identified all adverse environmental factors and/or conditions affecting this property on the date of the evaluation.

The results reported and conclusions reached by the Preparer are solely for the benefit of the Owner. The results and opinions in this report, based solely on the conditions found at the property on the date of the evaluation, are valid only on that date. The Preparer assumes no obligation to advise the client of any changes in any real or potential lead-based paint hazards at this residence beyond the date of the property evaluation.

2.3 ENVIRONMENTAL ASSESSMENT REPORT CERTIFICATION

Zimmetry Environmental Management Corp. has performed this lead-based paint inspection in a thorough and professional manner consistent with commonly accepted industry standards. The inspection was conducted on May 22, 2019 by Joanne Negrón, state-certified inspector 6264-0319-LI-007, qualified by experience, education and training in the recognition of lead based paint and approved sampling techniques using the Niton XLp-300A

XRF, SN - 101222.

Joanne Negrón, MSEM Environmental Risk Assessor

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

SECTION 3: APPENDICES

Appendix A: Certifications, Licenses, and Accreditations

Appendix B: Project Photographs

Appendix C: Location Plan

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

APPENDIX A: CERTIFICATIONS, LICENSES, AND

ACCREDITATIONS

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R.

APPENDIX B: PROJECT PHOTOGRAPHS

PR-909, Km. 5.55, Humacao, P.R.

Group-A: ER-HWY-463, PR-909, Km. 5.55, Humacao, P.R

APPENDIX C: LOCATION PLAN

© 2019 Microsoft Corporation © 2018 HERE

P.R.

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AC. PROJECT

PROJECT NO.

FED AID H'WAY

CODE NO.

MUNICIPALITY

ISLAND

SHEET

YEAR

FISCAL

NO.

TOTAL

SHEETS

- HUMACAO 2018

8AC-805544

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HIGHWAY

PR-909 1

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LOCATION PLAN

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AUTHORITY

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HIGHWAY & TRANSPORTATION

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COMMONWEALTH OF PUERTO RICO

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DESIGN AREA

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AND PUBLIC WORKS

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DEPARTMENT OF TRANSPORTATION

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COMMONWEALTH OF PUERTO RICO

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APPROVAL DATE BY PRHTA

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DESCRIBE THE EXCEPTION

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DATE

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DATE

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DATE

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SUBMITTED:

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DIRECTOR, TRAFFIC ENGINEERING

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EDUARDO F. RUIZ VELEZ

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LISSETTE LUGO COLON

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DIRECTOR, CONSTRUCTION AREA

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JAIME LAFUENTE GONZALEZ

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DIRECTOR, DESIGN AREA

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AND OPERATIONS AREA

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RECOMMENDED AND APPROVED:

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DATE

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DIRECTOR, PROGRAMMING

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ALEXANDRA VELAZQUEZ DELGADO

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AND SPECIAL STUDIES AREA

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DATE

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EXECUTIVE DIRECTOR

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CARLOS M. CONTRERAS APONTE

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DIRECTOR, ESTIMATES AND BIDS OFFICE

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CARLOS LLOVERAS MATTEI

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DATE

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SCALE = 1:20,000

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GENERAL DESIGN CRITERIA

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NOTE:

AutoCAD SHX Text "ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL ON THIS PROJECT SHALL BE PERFORMED AND ALL ON THIS PROJECT SHALL BE PERFORMED AND ALL THIS PROJECT SHALL BE PERFORMED AND ALL THIS PROJECT SHALL BE PERFORMED AND ALL PROJECT SHALL BE PERFORMED AND ALL PROJECT SHALL BE PERFORMED AND ALL SHALL BE PERFORMED AND ALL SHALL BE PERFORMED AND ALL BE PERFORMED AND ALL BE PERFORMED AND ALL PERFORMED AND ALL PERFORMED AND ALL AND ALL AND ALL ALL ALL MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD BE IN STRICT ACCORDANCE WITH THE STANDARD BE IN STRICT ACCORDANCE WITH THE STANDARD IN STRICT ACCORDANCE WITH THE STANDARD IN STRICT ACCORDANCE WITH THE STANDARD STRICT ACCORDANCE WITH THE STANDARD STRICT ACCORDANCE WITH THE STANDARD ACCORDANCE WITH THE STANDARD ACCORDANCE WITH THE STANDARD WITH THE STANDARD WITH THE STANDARD THE STANDARD THE STANDARD STANDARD STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL ROAD AND BRIDGE CONSTRUCTION AND GENERAL ROAD AND BRIDGE CONSTRUCTION AND GENERAL AND BRIDGE CONSTRUCTION AND GENERAL AND BRIDGE CONSTRUCTION AND GENERAL BRIDGE CONSTRUCTION AND GENERAL BRIDGE CONSTRUCTION AND GENERAL CONSTRUCTION AND GENERAL CONSTRUCTION AND GENERAL AND GENERAL AND GENERAL GENERAL GENERAL PROVISIONS APPROVED BY THE PUERTO RICO HIGHWAY AND APPROVED BY THE PUERTO RICO HIGHWAY AND APPROVED BY THE PUERTO RICO HIGHWAY AND BY THE PUERTO RICO HIGHWAY AND BY THE PUERTO RICO HIGHWAY AND THE PUERTO RICO HIGHWAY AND THE PUERTO RICO HIGHWAY AND PUERTO RICO HIGHWAY AND PUERTO RICO HIGHWAY AND RICO HIGHWAY AND RICO HIGHWAY AND HIGHWAY AND HIGHWAY AND AND AND TRANSPORTATION AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS IN AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS IN AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS IN IN 2005 AND SUBSEQUENT AMENDMENTS IN IN 2005 AND SUBSEQUENT AMENDMENTS IN 2005 AND SUBSEQUENT AMENDMENTS IN 2005 AND SUBSEQUENT AMENDMENTS IN AND SUBSEQUENT AMENDMENTS IN AND SUBSEQUENT AMENDMENTS IN SUBSEQUENT AMENDMENTS IN SUBSEQUENT AMENDMENTS IN AMENDMENTS IN AMENDMENTS IN IN IN EFFECT AT THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH AT THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH AT THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH OF BIDDING, WITH THE STANDARD DRAWINGS, WITH OF BIDDING, WITH THE STANDARD DRAWINGS, WITH BIDDING, WITH THE STANDARD DRAWINGS, WITH BIDDING, WITH THE STANDARD DRAWINGS, WITH WITH THE STANDARD DRAWINGS, WITH WITH THE STANDARD DRAWINGS, WITH THE STANDARD DRAWINGS, WITH THE STANDARD DRAWINGS, WITH STANDARD DRAWINGS, WITH STANDARD DRAWINGS, WITH DRAWINGS, WITH DRAWINGS, WITH WITH WITH THESE PLAN AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS PLAN AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS PLAN AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS ALL SPECIAL PROVISIONS AND INSTRUCTIONS ALL SPECIAL PROVISIONS AND INSTRUCTIONS SPECIAL PROVISIONS AND INSTRUCTIONS SPECIAL PROVISIONS AND INSTRUCTIONS SPECIAL PROVISIONS AND INSTRUCTIONS PROVISIONS AND INSTRUCTIONS PROVISIONS AND INSTRUCTIONS AND INSTRUCTIONS AND INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS INCLUDED IN THE CONTRACT BOOK"

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(YES OR NO)--

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(LEVEL, ROLLING, MOUNTAINOUS)--

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(DHV)--

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(FULL, PARTIAL, NONE)--

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(PRHTA)--

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(AASHTO)--

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(PRHTA GENERAL DESIGN STANDARDS)--

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AVERAGE DAILY TRAFFIC

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DESIGN SPEED

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MAXIMUM GRADE

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TYPE OF TERRAIN

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MINIMUM CURVE RADIUS--

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DESIGN EXCEPTION?

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PERCENT OF TRUCK

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DIRECTIONAL DISTRIBUTION

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DESIGN HOURLY VOLUME

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AVERAGE DAILY TRAFFIC

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CONTROL OF ACCESS

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FUNCTIONAL HIGHWAY CLASSIFICATION

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FUNCTIONAL HIGHWAY CLASSIFICATION

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DESIGN CLASS CODE

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STRUCTURES DESIGN CODE--

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HIGHWAY DESIGN CODE--

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PROJECT LENGTH

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A C CODE NUMBER 805544

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LANDSLIDE AND ROAD DAMAGE EVALUATION AND REPAIR RECOMMENDATIONS

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SECTION

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REFERENCE

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DESCRIPTION

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SCHEDULE OF DRAWINGS

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TITLE SHEET

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GR/1

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GENERAL NOTES AND LEGENDS

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GR/2

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EXISTING CONDITIONS AND CONTROL STATIONS LOCATION

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EX/1

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GROUP-A: ER-HWY-463, PR-909, K.M. 5.55, HUMACAO, P.R.

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ENRIQUE BLANES PALMER - LIC. NO. 6416

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DATE

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NET LENGTH OF PROJECT

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0.064 Km. = = 0.040 Mi.

AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-463-PR-909-HUMACAO-KM-5.55\CIVIL\DWGSET\ALTERNATIVE # 3\AC-805544-GR-1.DWG

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SIGN AND GUARDRAIL DESIGN--

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MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), 2009 EDITION, REV. 2

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ACT STANDARD DRAWING "DIRECTRICES DE DISEÑO"

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AASHTO ROADSIDE DESIGN GUIDE

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TYPICAL SECTIONS

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GR/3

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PP/1

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GEOMETRICAL SITE PLAN

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DR/1

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EXISTING TOPOGRAPHY, PROPOSED GRADING AND STORM SEWER SYSTEM PLAN

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RW/1

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RETAINING WALL PROFILES

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CS/1

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CROSS SECTIONS

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HUMACAO

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TECHNICAL REPORT - ALTERNATIVE 3

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GUARD-RAIL

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GUARD-RAIL

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GUARD-RAIL

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CHAIN-LINK W/LOW-WALL

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GUARD-RAIL

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CURB

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GUTTER

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CURB

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CURB

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GUTTER

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GUARD-RAIL

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PALM TREE

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(2) TREES

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STATE

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ROAD

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GATE

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(2) W.M.

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WATER METER

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GUTTER

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TRAFFIC SIGN

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STORM SEWER BOX INLET I.E.=263.41

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GUARD-RAIL

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CONC.SLAB

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PR-909

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SLIDE AFFECTED AREA

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GUARD RAIL

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ENTRANCE

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BROKEN CURB

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BG 453-3

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CONC. CROSS

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TO HUMACAO

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TO YAUCOA

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MATEO ORTIZ RODRIGUEZ

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ALBERTO LOPEZ RODRIGUEZ

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CADASTER: 329-023-494-48

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WILLIAM MALDONADO

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DUCOS

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ANGEL L. ADAMES

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ORTIZ

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CADASTER: 329-023-494-52

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CADASTER: 329-023-494-52

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MATEO ORTIZ RODRIGUEZ

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SOTO

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CARMEN V. RODRIGUEZ

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DATE

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FILE NAME:

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AC. PROJECT

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PROJECT NO.

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FED AID H'WAY

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CODE NO.

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MUNICIPALITY

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ISLAND

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YEAR

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FED CODE

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AC-805544

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CHECKED BY

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DRAWN BY

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DESIGNED BY

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INITIALS

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STEPS

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DATE

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FINAL CHECK BY

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TRACED BY

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PUERTO RICO HIGHWAY &

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TRANSPORTATION AUTHORITY

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HIGHWAY

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LANDSLIDE AND ROAD DAMAGE

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GROUP-A: CAGUAS, CAYEY, HUMACAO, AND NAGUABO, PUERTO RICO

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EVALUATION AND REPAIR RECOMMENDATIONS

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HUMACAO

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PR-909

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CONTROL STATIONS

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STATION

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COORDINATES

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NORTHING

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ELEVATION

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EASTING

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DESCRIPTION

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STA-B1

AutoCAD SHX Text 231340.1949

AutoCAD SHX Text 250.81

AutoCAD SHX Text 260643.1060

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GUN-NAIL W/WASHER

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NOTE:

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1. FOR GENERAL NOTES, LEGEND & ABBREVIATIONS INFORMATION, PLEASE REFER TO DWG. GR-2.

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STA-B2

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STA-B3

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GUN-NAIL W/WASHER

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GUN-NAIL W/WASHER

AutoCAD SHX Text 231357.3862

AutoCAD SHX Text 251.81

AutoCAD SHX Text 260676.4969

AutoCAD SHX Text 231315.2929

AutoCAD SHX Text 249.66

260631.4518

F I L

E

N

A M

E

AC. PROJECT

PROJECT NO.

FED AID H'WAY

CODE NO.

MUNICIPALITY

ISLAND

SHEET

YEAR

FISCAL

NO.

TOTAL

SHEETS

- 2018 -

AC-805544

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

I N

I T

I A

L S

S T

E P

S D

A T

E

F I N

A L

C

H E

T R

A C

HIGHWAY

P.R.

PR-909 HUMACAO

* GRAPHIC SCALE *

SCALE = 1:150

0 10

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KM

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TEL

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KM

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TEL

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TEL

AutoCAD SHX Text N 231300

AutoCAD SHX Text N 231350

AutoCAD SHX Text E 260700

AutoCAD SHX Text N 231300

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PROPOSED

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GUARD RAIL (BEGIN)

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STA.0+17.8900(1)

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3.5000 LT

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TYPE F CONCRETE

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CURB & GUTTER

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(BEGIN)

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STA.0+08.4900(1)

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2.7500 LT

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PROPOSED SIERRA ESCAPE

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RETAINING WALL (BEGIN)

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STA.0+22.2800(1)

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5.4700 LT

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PROPOSED DRAINAGE

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INLET TYPE 1

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STA.0+32.3500(1)

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3.0800 LT

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STA.0+40.0000(1)

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6.4300 LT

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PROPOSED

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GUARD RAIL (END)

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STA.0+44.5600(1)

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5.1300 LT

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PROPOSED

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RIP RAP PROTECTION

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STA.0+32.6000(1)

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6.1100 LT

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PROPOSED

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RIP RAP PROTECTION

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STA.0+24.6700(1)

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16.5100 LT

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PROPOSED COLD

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MILLING (BEGIN)

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STA.0+14.8700(1)

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2.2000 LT

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2.3700 RT

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PROPOSED COLD

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MILLING (END)

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STA.0+42.9500(1)

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3.4700 LT

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2.4000 RT

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18" RCP CLASS III

AutoCAD SHX Text L = 3.0400

AutoCAD SHX Text S = 0.0493

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PROPOSED GABION GRAVITY

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RETAINING WALL (END)

AutoCAD SHX Text T.E.=250.18

AutoCAD SHX Text I.E.=247.65

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PROPOSED

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GUARD RAIL

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STA.0+40.0000(1)

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4.3200 LT

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PROPOSED

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18"%%C STORM SEWER OUTLET

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STA.0+32.6000(1)

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6.1100 LT

AutoCAD SHX Text I.E.=247.50

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PROPOSED

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GUARD RAIL

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STA.0+22.4200(1)

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3.9300 LT

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MATCH TO EXIST. CURB

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MATCH TO EXIST. CURB

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GEOMETRICAL SITE PLAN

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PP

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ALTERNATIVE 3

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DATE

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AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-463-PR-909-HUMACAO-KM-5.55\CIVIL\DWGSET\ALTERNATIVE # 3\909C-AC-805544-PP.DWG

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PUERTO RICO HIGHWAY &

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TRANSPORTATION AUTHORITY

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EVALUATION AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE

GROUP-A: CAGUAS, CAYEY, HUMACAO AND NAGUABO, PUERTO RICO

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F I L

E

N

A M

E

AC. PROJECT

PROJECT NO.

FED AID H'WAY

CODE NO.

MUNICIPALITY

ISLAND

SHEET

YEAR

FISCAL

NO.

TOTAL

SHEETS

- 2018 -

AC-805544

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

I N

I T

I A

L S

S T

E P

S D

A T

E

F I N

A L

C

H E

T R

A C

HIGHWAY

P.R.

PR-909 HUMACAO

* GRAPHIC SCALE *

SCALE = 1:150

AutoCAD SHX Text N O R T H

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KM

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AutoCAD SHX Text

WM

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WM

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WM

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WM

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TEL

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WM

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WM

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WM

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WM

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KM

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TEL

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TEL

AutoCAD SHX Text N 231300

AutoCAD SHX Text N 231350

AutoCAD SHX Text E 260700

AutoCAD SHX Text N 231300

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BG 453-1

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BG 453-2

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BG 453-3

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PROPOSED

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GUARD RAIL (BEGIN)

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STA.0+17.8900(1)

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3.5000 LT

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TYPE F CONCRETE

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CURB & GUTTER

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(BEGIN)

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STA.0+08.4900(1)

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2.7500 LT

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PROPOSED SIERRA ESCAPE

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RETAINING WALL (BEGIN)

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STA.0+22.2800(1)

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5.4700 LT

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PROPOSED DRAINAGE

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INLET TYPE 1

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STA.0+32.3500(1)

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3.0800 LT

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STA.0+40.0000(1)

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6.4300 LT

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PROPOSED

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GUARD RAIL (END)

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STA.0+44.5600(1)

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5.1300 LT

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PROPOSED

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RIP RAP PROTECTION

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STA.0+32.6000(1)

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6.1100 LT

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PROPOSED

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RIP RAP PROTECTION

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STA.0+24.6700(1)

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16.5100 LT

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PROPOSED COLD

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MILLING (BEGIN)

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STA.0+14.8700(1)

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2.2000 LT

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2.3700 RT

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PROPOSED COLD

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MILLING (END)

AutoCAD SHX Text

STA.0+42.9500(1)

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3.4700 LT

AutoCAD SHX Text

2.4000 RT

AutoCAD SHX Text

18" RCP CLASS III

AutoCAD SHX Text L = 3.0400

AutoCAD SHX Text S = 0.0493

AutoCAD SHX Text T.E.=250.18

AutoCAD SHX Text I.E.=247.65

AutoCAD SHX Text

PROPOSED

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GUARD RAIL

AutoCAD SHX Text

STA.0+40.0000(1)

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4.3200 LT

AutoCAD SHX Text

PROPOSED

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18"%%C STORM SEWER OUTLET

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STA.0+32.6000(1)

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6.1100 LT

AutoCAD SHX Text I.E.=247.50

AutoCAD SHX Text

PROPOSED

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GUARD RAIL

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STA.0+22.4200(1)

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3.9300 LT

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PROPOSED SIERRA ESCAPE

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RETAINING WALL (BEGIN)

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DATE

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AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-463-PR-909-HUMACAO-KM-5.55\CIVIL\DWGSET\ALTERNATIVE # 3\909C-AC-805544-DS.DWG

AutoCAD SHX Text

PUERTO RICO HIGHWAY &

AutoCAD SHX Text

TRANSPORTATION AUTHORITY

AutoCAD SHX Text

EVALUATION AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE

AutoCAD SHX Text

GROUP-A: CAGUAS, CAYEY, HUMACAO AND NAGUABO, PUERTO RICO

AutoCAD SHX Text

DR

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AutoCAD SHX Text

ALTERNATIVE 3

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AND STORM SEWER SYSTEM PLAN

EXISTING TOPOGRAPHY. PROPOSED GRADING

Cover
TOC
LBp Inspection
Appendix C
DRAWINGS - ER-HWY-463 - PR-906,Km.5.55, Humacao_Alt 3
GR-1
Sheets and Views
GR-1
EX-1
Sheets and Views
EX-7
PP-1
Sheets and Views
C-1
DR-1
Sheets and Views
C-1

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