Report_Asbestos_Sch C_Site 463.pdf

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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 is a solicitation for a federal construction contract. The Puerto Rico Highway and Transportation Authority is seeking sealed bids from certified Small Business Concerns only 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 at multiple locations, including PR-3 Km 69.3-70.6, PR-1 km 61.8 and PR-909 km 5.55. Work includes installation of a gabion basket wall, marine gabions, a mechanically stabilized earth wall, excavation, pavement, erosion and sediment control, traffic control, and other miscellaneous work. The project will be split into multiple work schedules or contract options, with a total expected cost between $1,000,0000 and $5,000,000. Coastal Zone Management Certification is required before contract award or notice to proceed. Bid documents are available through the System for Award Management website. Bids are due on the date specified in block 13a of the solicitation. The Department of Transportation Federal Highway Administration is the issuing agency.

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ASBESTOS CONTAINING BUILDING MATERIALS INSPECTION

REPORT

FOR

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

SAMPLING CONDUCTED AT

PROJECT: LANDSLIDE AND ROAD DAMAGE EVALUATION AND

REPAIR RECOMMENDATIONS

AC-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

Asbestos Containing Materials 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: ASBESTOS CONTAINING BUILDING MATERIALS INSPECTION REPORT

2.1 Overview of the Evaluation

2.2 Conditions and Limitations

2.3 Environmental Assessment Report Certification

SECTION 3: APPENDICES

Appendix A: Certifications, Licenses, and Accreditations

Appendix B: Location Plan

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

SECTION 1: EXECUTIVE SUMMARY

1.1 INTRODUCTION

An Asbestos Containing Building Materials (ACBM) 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 asbestos containing building materials sampling was performed to identify materials that contain asbestos fibers above allowable levels and to assist with the compliance of local, state and federal regulations.

1.2 SUMMARY OF PROPERTY EVALUATION

The project consisted in the evaluation of the areas of the aforementioned Area. The evaluation found that no asbestos containing materials were identified during the inspection through the site. 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: ASBESTOS CONTAINING MATERIALS SURVEY REPORT

2.1 OVERVIEW OF THE EVALUATION

This asbestos containing materials (ACM) survey is an inspection to identify the location of any ACM that exist within. Throughout the inspection no asbestos containing materials were identified at the landslide.

The inspection was conducted by Puerto Rico EQB and United States Environmental Protection Agency (USEPA) accredited Inspectors qualified by experience, education and training in the recognition of potential ACM and approved bulk sampling techniques. Some areas may not have been directly accessible due to the physical hazards encountered within.

In these areas assumptions based on findings in other areas were made whenever possible.

These assumptions are duly noted as such in this report.

The inspection was performed in accordance with Environmental Protection Agency recommended procedures found in EPA-450/2-78-014 (Parts I and II), EPA 560/5-85-024, and 40 CFR 763. These procedures call for the visual inspection of the building for suspect friable material and collection and analysis of representative samples of suspect material.

2.2 CONDITIONS AND LIMITATIONS—DISCLAIMER

Zimmetry Environmental Management Corp. has performed this asbestos containing building materials 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 and occupants. 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 asbestos hazards at this structure beyond the date of the property evaluation.

The Asbestos Containing Building Materials inspection was performed to ready accessible components and surfaces. If suspected components that could contain asbestos are encountered they shall be managed as containing asbestos until the appropriate laboratory analysis is performed.

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

2.3 ENVIRONMENTAL ASSESSMENT REPORT CERTIFICATION

Zimmetry Environmental Management Corp. has performed this asbestos containing building materials 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 ASB-1118-0741-SI, qualified by experience, education and training in the recognition of asbestos containing materials and approved sampling techniques.

Joanne Negron, MSEM Environmental Building Inspector

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

SECTION 3: APPENDICES

Appendix A: Certifications, Licenses, and Accreditations

Appendix B: 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: LOCATION PLAN

© 2019 Microsoft Corporation © 2018 HERE

P.R.

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AC. PROJECT

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CODE NO.

MUNICIPALITY

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- HUMACAO 2018

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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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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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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.

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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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CHAIN-LINK W/LOW-WALL

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GUARD-RAIL

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CURB

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STATE ROAD PR-909

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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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STORM SEWER BOX INLET I.E.=263.41

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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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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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FILE NAME:

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AC. PROJECT

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TOTAL

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SHEETS

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FED CODE

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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\AC-805544-EX-7.DWG

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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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

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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AutoCAD SHX Text

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

AutoCAD SHX Text

BG 453-1

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BG 453-2

AutoCAD SHX Text

BG 453-3

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PROPOSED

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GUARD RAIL (BEGIN)

AutoCAD SHX Text

STA.0+17.8900(1)

AutoCAD SHX Text

3.5000 LT

AutoCAD SHX Text

TYPE F CONCRETE

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

(BEGIN)

AutoCAD SHX Text

STA.0+08.4900(1)

AutoCAD SHX Text

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

AutoCAD SHX Text

STA.0+40.0000(1)

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6.4300 LT

AutoCAD SHX Text

PROPOSED

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GUARD RAIL (END)

AutoCAD SHX Text

STA.0+44.5600(1)

AutoCAD SHX Text

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

AutoCAD SHX Text

PROPOSED

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RIP RAP PROTECTION

AutoCAD SHX Text

STA.0+24.6700(1)

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16.5100 LT

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PROPOSED COLD

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MILLING (BEGIN)

AutoCAD SHX Text

STA.0+14.8700(1)

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2.2000 LT

AutoCAD SHX Text

2.3700 RT

AutoCAD SHX Text

PROPOSED COLD

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MILLING (END)

AutoCAD SHX Text

STA.0+42.9500(1)

AutoCAD SHX Text

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)

AutoCAD SHX Text

4.3200 LT

AutoCAD SHX Text

PROPOSED

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18"%%C STORM SEWER OUTLET

AutoCAD SHX Text

STA.0+32.6000(1)

AutoCAD SHX Text

6.1100 LT

AutoCAD SHX Text I.E.=247.50

AutoCAD SHX Text

PROPOSED

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GUARD RAIL

AutoCAD SHX Text

STA.0+22.4200(1)

AutoCAD SHX Text

3.9300 LT

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PROPOSED SIERRA ESCAPE

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RETAINING WALL (BEGIN)

AutoCAD SHX Text

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 ACM
ACM Inspection
Appendix B
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 .