Report_Lead_Sch A_Site 344.pdf
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- Landslide Repairs - East Region Contract 1
- Solicitation number
- 693C73-21-B-000012
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This document summarizes a federal contract solicitation for landslide repair work in Puerto Rico. The Puerto Rico Highway and Transportation Authority is seeking bids from certified small business concerns to repair landslides and washouts damaged by Hurricanes Irma and Maria along PR-3 from Km 69.3 to 70.6, PR-1 at Km 61.8, and PR-909 at Km 5.55. The project consists of installing a gabion basket wall, marine gabions, a mechanically stabilized earth wall, excavation, pavement, erosion and sediment control measures, traffic control, and other miscellaneous work. The solicitation is identified as number 693C73-21-B-000012 and will be split into multiple work schedules and contract options with a total expected cost between $1,000,000 and $5,000,000. The bid due date will be specified in Block 13a of the solicitation. Interested vendors must register at beta.sam.gov to receive email notifications and check for advertisement documents, which are expected to be issued on or around April 16, 2021.
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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-3, KM. 69.3 THRU KM 70.6, NAGUABO, 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-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
TABLE OF CONTENT
SECTION 1: EXECUTIVE SUMMARY
1.1 Introduction
1.2 Summary of Property Evaluation
1.3 Property Locations of Building Components with Lead Based Paint
Table 1-1 Summary of Building Components with Lead Based Paint
SECTION 2: LEAD-BASED PAINT INSPECTION REPORT
2.1 Overview of the Evaluation
2.2 Sampling Procedure and Results Presentation
2.3 Lead Regulatory Levels
2.4 Conditions and Limitations
2.5 Abatement Conditions
2.6 Recommendations
2.7 Environmental Assessment Report Certification
SECTION 3: APPENDICES
Appendix A: XRF Sampling Data
Appendix B: Project Photographs
Appendix C: Certifications, Licenses, and Accreditations
Appendix D: XRF’s Performance Characteristics Sheet
Appendix E: Location of Positive Material
Appendix F: Location Plan
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, 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-3, Km. 69.3 thru Km 70.6 Naguabo, Puerto Rico as part of Group-A: ER-HWY-344, 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 site of the aforementioned project. The evaluation found that lead based paint was present in selective components and surfaces through the buildings on the dates of the inspection. Table 1-1 identifies the components positive for lead. Table 2-1 identifies lead-based paint as defined by the U.S. Environmental Protection Agency (EPA) and the Environmental Quality Board (EQB). For specific locations and additional detail on the location of lead- reference Sections 2 and 3.
The landslide is located in the Global Positioning System (GPS) in Lat.: 18.1824, Long.: - 65.7321
1.3 PROPERTY LOCATIONS OF BUILDING COMPONENTS WITH LEAD-
BASED PAINT
Table 1-1 summarizes the site components and surfaces coated with lead-based paint.
Details that identify positive lead-based paint findings within specific areas and on surfaces were provided in the Lead-based paint inspection report. The “substrate” is the building component material directly beneath the painted surface. Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead.
Table 1-1: Summary of Components containing Lead
Area Component Color Substrate Approximate
Amount
Km 69.4 thru Km 69.5 Bridge Parapets
(Ends) Yellow Concrete 4 Units of 80 Ft2 ea.
Note:
The quantification of positives materials presented in this table is only an estimate. If an abatement of the materials will be conducted, the Contractors shall estimate the amount of materials to be abated.
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
SECTION 2: LEAD-BASED PAINT INSPECTION REPORT
2.1 OVERVIEW OF THE EVALUATION
This lead-based paint inspection is an 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 aforementioned site.
Averages of 78 samples were taken at identified surfaces of the evaluated areas using X-ray fluorescence (XRF) analyzer. The evaluation found that lead-based paint was present in selective components and surfaces through the site on the date of the assessment (See Table 1-1).
Some of the remaining XRF test locations exhibited lead-in-paint levels below the level that EPA identifies as lead-based paint, namely 1.0 mg/cm2. Such surfaces could create dust-lead or soil-lead hazards if the paint is turned into dust by abrasion, scraping, or sanding. Should these or any lead containing components or surfaces be disturbed in any manner that generates dust, care should be taken to limit its spread.
Testing was performed by Joanne Negrón, state-certified inspector 6264-0319-LI-007, using the Niton XLp-300A XRF, SN-101222. The credentials are provided in Section 3, Appendix C: Certifications, Licenses, and Accreditations. The XRF analyzer is designed to measure the lead content of surface coatings on a variety of building surfaces, substrates, and components. The measurement is rapid and nondestructive and, according to the manufacturer, is capable of detecting lead concentrations that occur within numerous layers of various surface coatings.
Please refer to the XRF Testing Results Section 3, Appendix A: XRF Sampling Data for the detailed analytical testing results for each distinct area inspected. The reports provide a complete testing data.
2.2 SAMPLING PROCEDURE AND RESULTS PRESENTATION
The Lead Based Paint Sampling Procedure was design to evaluate and document all the data obtained form the inspection in a sequential method that provided confidence at the moment of the results presentation.
The survey was performed following the methodology established in the HUD Guidelines for the Evaluation and Control of Lead Based Paint in Housing (2012 revision) and the PREQB Lead Based Paint Abatement Control Regulation. The surfaces evaluation was performed as follows:
If the lead concentration measured by the XRF Spectrum Analyzer is less than 1.0 mg/cm2 it is considered negative.
If the lead concentration measured by the XRF Spectrum Analyzer is equal or greater than 1.0 mg/cm2 it is considered positive.
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
2.3 LEAD REGULATORY LEVELS
The lead regulatory levels provided below are those used when preparing this lead-based paint evaluation or when evaluating data collected. The EPA regulatory levels are the same as the state regulatory levels provided in the following table.
TABLE 2-1: LEAD REGULATORY LEVELS
EPA/EQB Levels
Lead-Based Paint
1.0 mg/cm2 or 0.5% by weight (or 5,000 ppm)
2.4 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.
The lead inspection was performed to ready accessible components and surfaces. If suspected components that could contain lead are encountered underneath current installed tiles or other construction material, they shall be managed as containing lead until the appropriate test is performed.
2.5 ABATEMENT CONDITIONS
Abatement, as defined by HUD and the Puerto Rico Environmental Quality Board (EQB), means any set of measures designed to eliminate lead-based paint and/or lead-based paint hazards permanently. The people providing these services must to be trained in accordance with the EQB licensing/certification requirements. The product manufacturer and/or contractor must warrant abatement methods to last a minimum of 20 years, or these methods must have a design life of at least 20 years.
Abatement activities may include, but are not necessarily limited to:
onsite or offsite removal of lead-based paint from substrates and components replacement of components or fixtures painted with lead-based paint permanent enclosure of lead-based paint with construction materials mechanically-fastened to the substrate
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
encapsulation of lead-based paint with specially designed encapsulant products removal or permanent covering (concrete or asphalt) of soil-lead-based paint hazards
If enclosure or encapsulation is conducted as an abatement method, the lead-based paint remains on the property, so ongoing lead-based paint maintenance is required.
2.6 RECOMMENDATIONS
According to the EQB lead regulations, prior to the demolishing of a structure containing lead based paint, the contaminated surfaces or substrates must be abated or removed. The waste generated has to be characterized to determine if the waste generated is hazardous or non hazardous waste. The firm providing the abatement services must be certified as an abatement firm by the EQB. Workers conducting abatement must be trained and certified as abatement workers by a training provider accredited by the EQB.
2.7 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-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
SECTION 3: APPENDICES
Appendix A: XRF Sampling Data
Appendix B: Project Photographs
Appendix C: Certifications, Licenses, and Accreditations
Appendix D: XRF’s Performance Characteristics Sheet
Appendix E: Location of Positive Material
Appendix F: Location Plan
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX A: XRF SAMPLING DATA
PROJECT:
DATE: 5/22/2019 Page 1 of 1 Sample
ID.
Functional Space Location Color Subst. XRF Reading Pos/Neg Comments
1 Calibration 1.00 2 Calibration 1.00 3 Calibration 1.00 4 Km. 69.2 Guardrail White Metal 0.08 Negative 5 Km. 69.2 Guardrail Gray Metal 0.00 Negative 6 Km. 69.2 Guardrail Orange Metal 0.00 Negative 7 Km. 69.2 Post Gray Concrete 0.00 Negative 8 Km. 69.2 Post Orange Concrete 0.00 Negative 9 Km. 69.2 Post Dark Gray Concrete 0.00 Negative
10 Km 69.3 Guardrail White Metal 0.00 Negative 11 Km 69.3 Guardrail Orange Metal 0.00 Negative 12 Km 69.3 Guardrail Gray Metal 0.00 Negative 13 Km 69.3 Post 1 Gray Wood 0.00 Negative 14 Km 69.3 Post 1 Orange Wood 0.00 Negative 15 Km 69.3 Post 1 Dark Gray Wood 0.00 Negative 16 Km 69.3 Post 2 Gray Wood 0.00 Negative 17 Km 69.3 Post 2 Orange Wood 0.00 Negative 18 Km 69.3 Post 2 Dark Gray Wood 0.00 Negative 19 Km 69.3 Post 3 Gray Wood 0.00 Negative 20 Km 69.3 Post 3 Orange Wood 0.00 Negative 21 Km 69.3 Post 3 Dark Gray Wood 0.00 Negative 22 Km 69.3 Pavement Marking Yellow Concrete 0.00 Negative 23 Km 69.3 Pavement Marking Yellow Concrete 0.00 Negative 24 Km 69.3 Guardrail Nose Yellow Metal 0.19 Negative 25 Km 69.3 Guardrail Gray Metal 0.00 Negative 26 Km 69.3 Guardrail White Metal 0.00 Negative 27 Km 69.3 Guardrail Dark Gray Metal 0.00 Negative 28 Marginal Road - Closed Pavement Marking Yellow Concrete 0.20 Negative 29 Km 69.4 Pavement Marking Yellow Concrete 0.19 Negative 30 Km 69.4 Pavement Marking Yellow Concrete 0.03 Negative 31 Km 69.4 Guardrail Yellow Metal 0.23 Negative 32 Km 69.4 Curb Yellow Concrete 0.02 Negative 33 Km 69.4 Bridge Parapet Yellow Concrete 3.30 Positive 34 Km 69.4 Bridge Parapet Light Gray Concrete 0.10 Negative 35 Km 69.4 Curb Yellow Concrete 0.23 Negative 36 Km 69.4 Bridge Parapet Yellow Concrete 2.10 Positive 37 Km 69.4 Bridge Parapet Light Gray Concrete 0.03 Negative 38 Km 69.4 Guardrail Yellow Metal 0.10 Negative 39 Km 69.4 Bridge Parapet Gray Concrete 0.00 Negative 40 Km 69.4 Bridge Parapet Orange Concrete 0.00 Negative 41 Km 69.4 Bridge Parapet Gray Concrete 0.00 Negative 42 Km 69.4 Bridge Parapet Orange Concrete 0.00 Negative 43 Km 69.5 Bridge Parapet Orange Concrete 0.00 Negative 44 Km 69.5 Bridge Parapet Yellow Concrete 2.30 Positive 45 Km 69.5 Guardrail Yellow Metal 1.30 Positive 46 Km 69.5 Curb Yellow Concrete 0.00 Negative 47 Km 69.5 Bridge Parapet Orange Concrete 0.00 Negative 48 Km 69.5 Bridge Parapet Yellow Concrete 2.20 Positive 49 Km 69.5 Guardrail Yellow Metal 1.40 Positive 50 Km 69.5 Curb Yellow Concrete 0.00 Negative 51 Km 69.5 Manhole Yellow Metal 0.00 Negative 52 Km 69.5 Guardrail Light Gray Metal 0.00 Negative 53 Km 69.5 Guardrail Orange Metal 0.00 Negative 54 Km 69.5 Guardrail Dark Gray Metal 0.00 Negative 55 Km 69.5 Guardrail Orange Metal 0.00 Negative 56 Km 69.5 Guardrail Dark Gray Metal 0.00 Negative 57 Km 69.5 Guardrail Orange Metal 0.00 Negative 58 Km 69.5 Guardrail Dark Gray Metal 0.00 Negative 59 Km 69.5 Guardrail Orange Metal 0.00 Negative 60 Km 69.5 Guardrail Dark Gray Metal 0.00 Negative
CLIENT: PR Highway & Transportation Authority
LBP Inspector: Joanne Negron
ER-HWY-344 PR-3 Km.69.3 thru Km 70.6, Naguabo, PR
PROJECT:
DATE: 5/22/2019 Page 1 of 1 Sample
ID.
Functional Space Location Color Subst. XRF Reading Pos/Neg Comments
61 Km 69.6 Guardrail Yellow Metal 0.02 Negative 62 Km 69.6 Guardrail Yellow Metal 0.03 Negative 63 Km 69.6 Guardrail Yellow Metal 0.02 Negative 64 Km 69.6 Lid Red Metal 0.00 Negative 65 Km 69.6 Pavement Marking Yellow Concrete 0.09 Negative 66 Km 69.6 Module Yellow Concrete 0.00 Negative 67 Km 69.7 Pavement Marking Yellow Concrete 0.00 Negative 68 Km 69.7 Pavement Marking Yellow Concrete 0.00 Negative 69 Km 69.9 Pavement Marking Yellow Concrete 0.00 Negative 70 Km 69.9 Pavement Marking Yellow Concrete 0.00 Negative 71 Km 71.0 Structure Ext. Side A Red Concrete 0.00 Negative 72 Km 71.0 Structure Ext. Side B Red Concrete 0.00 Negative 73 Km 71.0 Structure Ext. Side D Red Concrete 0.00 Negative 74 Km 71.0 Structure Interior Green Concrete 0.00 Negative 75 Km 71.0 Structure Interior Green Concrete 0.00 Negative 76 Calibration 1.00 77 Calibration 1.00 78 Calibration 1.00
LBP Inspector: Joanne Negron
ER-HWY-344 PR-3 Km.69.3 thru Km 70.6, Naguabo, PR CLIENT: PR Highway & Transportation Authority
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead
APPENDIX B: PROJECT PHOTOGRAPHS
PR 3, Km. 69.3 thru Km 70.6, Naguabo
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead
Lead based painted concrete bridge parapet
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX C: CERTIFICATIONS, LICENSES, AND
ACCREDITATIONS
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX C: CERTIFICATIONS, LICENSES, AND
ACCREDITATIONS
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX D: XRF’s PERFORMANCE CHARACTERISTICS
SHEET
Niton XLp 300, 9/24/2004, ed. 1
Performance Characteristic Sheet
EFFECTIVE DATE: September 24, 2004 EDITION NO.: 1
MANUFACTURER AND MODEL:
Make: Niton LLC Tested Model: XLp 300 Source: 109Cd Note: This PCS is also applicable to the equivalent model variations indicated below, for the Lead-in-Paint K+L variable reading time mode, in the XLi and XLp series:
XLi 300A, XLi 301A, XLi 302A and XLi 303A.
XLp 300A, XLp 301A, XLp 302A and XLp 303A.
XLi 700A, XLi 701A, XLi 702A and XLi 703A.
XLp 700A, XLp 701A, XLp 702A, and XLp 703A.
Note: The XLi and XLp versions refer to the shape of the handle part of the instrument. The differences in the model numbers reflect other modes available, in addition to Lead-in- Paint modes. The manufacturer states that specifications for these instruments are identical for the source, detector, and detector electronics relative to the Lead-in-Paint mode.
FIELD OPERATION GUIDANCE
OPERATING PARAMETERS:
Lead-in-Paint K+L variable reading time mode.
XRF CALIBRATION CHECK LIMITS:
0.8 to 1.2 mg/cm2 (inclusive)
The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film).
If readings are outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instruments into control before XRF testing proceeds.
SUBSTRATE CORRECTION:
For XRF results using Lead-in-Paint K+L variable reading time mode, substrate correction is not needed for:
Brick, Concrete, Drywall, Metal, Plaster, and Wood
INCONCLUSIVE RANGE OR THRESHOLD:
K+L MODE
READING DESCRIPTION
SUBSTRATE THRESHOLD
(mg/cm2)
Results not corrected for substrate bias on any substrate
Brick Concrete Drywall Metal
Plaster Wood
1.0 1.0 1.0 1.0 1.0 1.0
BACKGROUND INFORMATION
EVALUATION DATA SOURCE AND DATE:
This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated from the EPA/HUD evaluation using archived building components. Testing was conducted in August 2004 on 133 testing combinations. The instruments that were used to perform the testing had new sources; one instrument’s was installed in November 2003 with 40 mCi initial strength, and the other’s was installed June 2004 with 40 mCi initial strength.
OPERATING PARAMETERS:
Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines.
SUBSTRATE CORRECTION VALUE COMPUTATION:
Substrate correction is not needed for brick, concrete, drywall, metal, plaster or wood when using Lead-in- Paint K+L variable reading time mode, the normal operating mode for these instruments. If substrate correction is desired, refer to Chapter 7 of the HUD Guidelines for guidance on correcting XRF results for substrate bias.
EVALUATING THE QUALITY OF XRF TESTING:
Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Use the K+L variable time mode readings.
Conduct XRF retesting at the ten testing combinations selected for retesting.
Determine if the XRF testing in the units or house passed or failed the test by applying the steps below.
Compute the Retest Tolerance Limit by the following steps:
Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family housing a result is defined as the average of three readings. In multifamily housing, a result is a single reading.
Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units.
Calculate the average of the original XRF result and retest XRF result for each testing combination.
Square the average for each testing combination.
Add the ten squared averages together. Call this quantity C.
Multiply the number C by 0.0072. Call this quantity D.
Add the number 0.032 to D. Call this quantity E.
Take the square root of E. Call this quantity F.
Multiply F by 1.645. The result is the Retest Tolerance Limit.
Compute the average of all ten original XRF results.
Compute the average of all ten re-test XRF results.
Find the absolute difference of the two averages.
If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient.
Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested.
TESTING TIMES:
For the Lead-in-Paint K+L variable reading time mode, the instrument continues to read until it is moved away from the testing surface, terminated by the user, or the instrument software indicates the reading is complete. The following table provides testing time information for this testing mode. The times have been adjusted for source decay, normalized to the initial source strengths as noted above. Source strength and type of substrate will affect actual testing times. At the time of testing, the instruments had source strengths of 26.6 and 36.6 mCi.
Testing Times Using K+L Reading Mode (Seconds)
All Data Median for laboratory-measured lead levels (mg/cm2)
Substrate 25th Percentile
Median 75th Percentile
Pb < 0.25 0.25 < Pb<1.0 1.0 < Pb
Wood Drywall
4 11 19 11 15 11
Metal
4 12 18 9 12 14
Brick Concrete Plaster
8 16 22 15 18 16
CLASSIFICATION RESULTS:
XRF results are classified as positive if they are greater than or equal to the threshold, and negative if they are less than the threshold.
DOCUMENTATION:
A document titled Methodology for XRF Performance Characteristic Sheets provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. For a copy of this document call the National Lead Information Center Clearinghouse at 1-800-424-LEAD.
This XRF Performance Characteristic Sheet was developed by the Midwest Research Institute (MRI) and QuanTech, Inc., under a contract between MRI and the XRF manufacturer. HUD has determined that the information provided here is acceptable when used as guidance in conjunction with Chapter 7, Lead-Based Paint Inspection, of HUD’s Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing.
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX E: LOCATION OF POSITIVE MATERIAL
Group-A: ER-HWY-344, PR 3, Km. 69.3 thru Km 70.6, Naguabo, P.R.
APPENDIX F: LOCATION PLAN
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EDUARDO F. RUIZ VELEZ
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LISSETTE LUGO COLON
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CARLOS M. CONTRERAS APONTE
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CARLOS LLOVERAS MATTEI
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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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(FUTURE, YEAR)--
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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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MAXIMUM SUPERELEVATION--
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DESIGN LOAD FOR STRUCTURES--
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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/1-3
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GROUP-A: ER-HWY-344, PR-3, K.M. 69.30-70.60, NAGUABO, P.R.
AutoCAD SHX Text SHEET No.
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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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1.535 Km. = = 0.954 Mi.
AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-344-PR-3-NAGUABO-KM-69.3-70.6\CIVIL\DWGSET\ALTERNATIVE #1\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/3-4
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PP/1-3
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GEOMETRICAL SITE PLAN
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DR/1-3
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EXISTING TOPOGRAPHY AND PROPOSED GRADING PLAN
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CS/1
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CROSS SECTIONS
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NAGUABO
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TECHNICAL REPORT - ALTERNATIVE 1
W
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ÓN
DE PUERTO RICO"
EXISTING CONDITIONS AND
CONTROL STATIONS LOCATION
EX
Meters
SCALE: 1:400m
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SHORE ROCK PROTECTION
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STATE ROAD PR-3
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ROCK FILL AREA
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ASPHALT EDGE
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ASPHALT EDGE
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PALM TREE
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TREE
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TREE TRUNK
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TREE TRUNK
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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PALM TREE
AutoCAD SHX Text N 238250
AutoCAD SHX Text E 273650
AutoCAD SHX Text E 273700
AutoCAD SHX Text E 273750
AutoCAD SHX Text N 238300
AutoCAD SHX Text N 238350
AutoCAD SHX Text E 273650
AutoCAD SHX Text E 273700
AutoCAD SHX Text N 238250
AutoCAD SHX Text N 238300
AutoCAD SHX Text N 238400
AutoCAD SHX Text E 273750
AutoCAD SHX Text N 238450
AutoCAD SHX Text E 273800
AutoCAD SHX Text N 238400
AutoCAD SHX Text E 273800
AutoCAD SHX Text N 238450
AutoCAD SHX Text E 273850
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TO HUMACAO
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TO NAGUABO
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CARIBBEAN SEA
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BR-344/17
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SHORE ROCK PROTECTION
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STATE ROAD PR-3
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(2)PALM TREES
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(2)PALM TREES
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SEAGRAPE TREES
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TREE TRUNK
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TREE
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TREE
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TREE
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PALM TREE TRUNK
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(3)TREES
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PALM TREE
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TREE
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PALM TREE
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PALM TREE
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TREE
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ROCK FILL AREA
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ROCK FILL AREA
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PALM TREE
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TREE
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(2)PALM TREES
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(2)TREES
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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PALM TREE
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PALM TREE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
AutoCAD SHX Text N 238500
AutoCAD SHX Text E 273850
AutoCAD SHX Text N 238600
AutoCAD SHX Text E 273900
AutoCAD SHX Text N 238650
AutoCAD SHX Text E 273950
AutoCAD SHX Text N 238700
AutoCAD SHX Text E 274000
AutoCAD SHX Text N 238450
AutoCAD SHX Text N 238550
AutoCAD SHX Text N 238500
AutoCAD SHX Text E 273900
AutoCAD SHX Text N 238550
AutoCAD SHX Text E 273950
AutoCAD SHX Text E 274000
AutoCAD SHX Text N 238600
AutoCAD SHX Text E 274050
AutoCAD SHX Text N 238650
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"FIDEICOMISO DE CONSERVACIÓN
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CARIBBEAN SEA
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TO HUMACAO
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TO NAGUABO
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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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SHEET
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YEAR
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FISCAL
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NO.
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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-344-PR-3-NAGUABO-KM-69.3-70.6\CIVIL\DWGSET\AC-805544-EX-4.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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NAGUABO
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PR-3
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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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MATCH LINE A-A
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REFER TO SHEET EX-1
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MATCH LINE A-A
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REFER TO SHEET EX-1
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MATCH LINE A-A
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REFER TO SHEET EX-1
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MATCH LINE A-A
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REFER TO SHEET EX-1
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MATCH LINE B-B
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REFER TO SHEET EX-2
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MATCH LINE B-B
REFER TO SHEET EX-2
W W
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ÓN
DE PUERTO RICO"
W
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W W
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STA-B2
STA-B1
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ÓN
DE PUERTO RICO"
EXISTING CONDITIONS AND
CONTROL STATIONS LOCATION
EX
Meters
SCALE: 1:400m
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BR-344/9
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BR-344/11
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BR-344/13
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SHORE ROCK PROTECTION
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STATE ROAD PR-3
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ROCK FILL AREA
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(2)TREES
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TREE
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PALM TREE
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PALM TREE
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TREE
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(2)PALM TREES
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TREE
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(2)PALM TREES
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ROCK FILL AREA
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ROCK FILL AREA
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TREE
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TREE
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PALM TREE
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(2)PALM TREES
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TREE TRUNK
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(3)TREES
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PALM TREE
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PALM TREE
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ROCK FILL AREA
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SHORE ROCK PROTECTION
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SHORE ROCK PROTECTION
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TREE
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(2)PALM TREES
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(3)PALM TREES
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PALM TREE
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(3)PALM TREES
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(3)TREES
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PALM TREES BUNCH
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PALM TREES BUNCH
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TREE
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TREE
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(2)TREES
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(3)PALM TREES
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(3)PALM TREES
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(2)PALM TREES
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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(4)PALM TREES
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(2)PALM TREES
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TREE
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(2)PALM TREES
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TREE
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PALM TREE
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PALM TREE
AutoCAD SHX Text N 238750
AutoCAD SHX Text E 274050
AutoCAD SHX Text N 238800
AutoCAD SHX Text E 274100
AutoCAD SHX Text N 238850
AutoCAD SHX Text E 274150
AutoCAD SHX Text N 238900
AutoCAD SHX Text E 274200
AutoCAD SHX Text N 238950
AutoCAD SHX Text E 274250
AutoCAD SHX Text N 238700
AutoCAD SHX Text E 274100
AutoCAD SHX Text E 274150
AutoCAD SHX Text N 238750
AutoCAD SHX Text E 274200
AutoCAD SHX Text N 238800
AutoCAD SHX Text N 238850
AutoCAD SHX Text E 274250
AutoCAD SHX Text N 238900
AutoCAD SHX Text E 274300
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"FIDEICOMISO DE CONSERVACIÓN
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CARIBBEAN SEA
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TO NAGUABO
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TO HUMACAO
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TO NAGUABO
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BR-344/7
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BR-344/7
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KM
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KM
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STATE ROAD PR-3
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ROCK FILL AREA
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(4)PALM TREES
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TREE
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(2)PALM TREES
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TREE
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(3)PALM TREES
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PALM TREE
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TREE
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TREE
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(3)TREES
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TREE
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(3)TREES
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(7)PALM TREES
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(2)TREES
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(4)TREES
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PALM TREE
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(2)PALM TREES
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TREE
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(4)PALM TREES
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PALM TREES BUNCH
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(2) PALM TREES
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TREE TRUNK
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(2)PALM TREES
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TREE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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ASPHALT EDGE
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INLET T.E.=5.98 I.E.=5.52
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INLET T.E.=5.96 I.E.=4.67
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TEMPORARY SIGN
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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INLET T.E.=6.08 I.E.=FREE FREE DISCHARGE
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INLET T.E.=6.08 I.E.=FREE FREE DISCHARGE
AutoCAD SHX Text K.M. 69.5
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INLET T.E.=6.02 I.E.=FREE FREE DISCHARGE
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INLET T.E.=6.05 I.E.=FREE FREE DISCHARGE
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"RIO BLANCO" BRIDGE
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INLET T.E.=6.02 I.E.=FREE FREE DISCHARGE
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INLET T.E.=6.07 I.E.=FREE FREE DISCHARGE
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12" CASTIRON PIPE
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TEMPORARY SIGN
AutoCAD SHX Text N 239000
AutoCAD SHX Text E 274300
AutoCAD SHX Text N 239050
AutoCAD SHX Text E 274350
AutoCAD SHX Text N 239100
AutoCAD SHX Text E 274400
AutoCAD SHX Text N 239150
AutoCAD SHX Text E 274450
AutoCAD SHX Text N 239200
AutoCAD SHX Text E 274500
AutoCAD SHX Text N 239100
AutoCAD SHX Text E 274550
AutoCAD SHX Text E 274350
AutoCAD SHX Text N 238950
AutoCAD SHX Text N 239000
AutoCAD SHX Text E 274400
AutoCAD SHX Text N 239050
AutoCAD SHX Text E 274500
AutoCAD SHX Text E 274450
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"FIDEICOMISO DE CONSERVACIÓN
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CARIBBEAN SEA
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TO HUMACAO
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TO NAGUABO
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WETLAND
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"RIO BLANCO" RIVER MOUTH
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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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SHEET
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YEAR
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FISCAL
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NO.
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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-344-PR-3-NAGUABO-KM-69.3-70.6\CIVIL\DWGSET\AC-805544-EX-4.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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NAGUABO
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PR-3
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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 239021.0360
AutoCAD SHX Text 1.27
AutoCAD SHX Text 274391.4810
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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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MATCH LINE B-B
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REFER TO SHEET EX-1
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MATCH LINE B-B
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REFER TO SHEET EX-1
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MATCH LINE C-C
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REFER TO SHEET EX-2
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MATCH LINE C-C
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REFER TO SHEET EX-2
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MATCH LINE C-C
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REFER TO SHEET EX-2
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MATCH LINE C-C
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REFER TO SHEET EX-2
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MATCH LINE D-D
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REFER TO SHEET EX-3
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MATCH LINE D-D
AutoCAD SHX Text
REFER TO SHEET EX-3
AutoCAD SHX Text
STA-B2
AutoCAD SHX Text 239125.6025
AutoCAD SHX Text 5.48
AutoCAD SHX Text 274485.8773
GUN-NAIL W/WASHER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
STA-B3
W W W
W W W W
W W W
W W W W
W W W W
W W
W
W
W
W
EXISTING CONDITIONS AND
CONTROL STATIONS LOCATION
EX
Meters
SCALE: 1:400m
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
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TEL
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TEL
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BR-344/3
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BR-344/1
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KM
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AutoCAD SHX Text
AutoCAD SHX Text
STATE ROAD PR-3
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TREE TRUNK
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TREE
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(2)TREES
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PALM TREE
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TREE
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TREE
AutoCAD SHX Text
TREE TRUNK
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(3)PALM TREES
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TREE
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(2)PALM TREES
AutoCAD SHX Text
TREE
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TREE
AutoCAD SHX Text
(2)TREES
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(3)PALM TREES
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TREE
AutoCAD SHX Text
PALM TREE BUNCH
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PALM TREE
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TREE
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ASPHALT EDGE
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ASPHALT EDGE
AutoCAD SHX Text
ASPHALT ROAD
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ASPHALT EDGE
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ASPHALT EDGE
AutoCAD SHX Text
ASPHALT EDGE
AutoCAD SHX Text
ASPHALT EDGE
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
INLET T.E.=6.00 I.E.=5.06
AutoCAD SHX Text
INLET T.E.=5.98 I.E.=4.95
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
TEMPORARY SIGN
AutoCAD SHX Text K.M. 69.3
AutoCAD SHX Text
INLET T.E.=6.08 I.E.=FREE FREE DISCHARGE
AutoCAD SHX Text
INLET T.E.=6.08 I.E.=FREE FREE DISCHARGE
AutoCAD SHX Text (2)W.M.
AutoCAD SHX Text F.H.
AutoCAD SHX Text W.M.
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
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GATE
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GATE
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GATE
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SIGN POLES
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CURB & GUTTER
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CURB & GUTTER
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ENTRANCE
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ENTRANCE
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ENTRANCE
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ENTRANCE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
ASPHALT EDGE
AutoCAD SHX Text
(2)GUY WIRES
AutoCAD SHX Text
12" CASTIRON PIPE
AutoCAD SHX Text
CONC. BASE
AutoCAD SHX Text E 274500
AutoCAD SHX Text N 239250
AutoCAD SHX Text E 274550
AutoCAD SHX Text N 239300
AutoCAD SHX Text E 274600
AutoCAD SHX Text N 239350
AutoCAD SHX Text E 274650
AutoCAD SHX Text E 274700
AutoCAD SHX Text E 274750
AutoCAD SHX Text N 239350
AutoCAD SHX Text E 274750
AutoCAD SHX Text N 239300
AutoCAD SHX Text E 274700
AutoCAD SHX Text N 239250
AutoCAD SHX Text E 274650
AutoCAD SHX Text N 239200
AutoCAD SHX Text E 274600
AutoCAD SHX Text N 239150
AutoCAD SHX Text
TO NAGUABO
AutoCAD SHX Text
TROPICAL BEACH
AutoCAD SHX Text
CASCIANO NIEVES MICHAEL ANTHONY
AutoCAD SHX Text
VEGA VAZQUEZ ABAD
AutoCAD SHX Text
BANCO POPULAR DE P.R.
AutoCAD SHX Text
COLOMBANI LOPEZ ROSA MERCEDES
AutoCAD SHX Text
TO NAGUABO
AutoCAD SHX Text
TO HUMACAO
AutoCAD SHX Text
DATE
AutoCAD SHX Text R E V I S I O N S
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
AC. PROJECT
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
FED AID H'WAY
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CODE NO.
AutoCAD SHX Text
MUNICIPALITY
AutoCAD SHX Text
ISLAND
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SHEET
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
NO.
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TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
FED CODE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-344-PR-3-NAGUABO-KM-69.3-70.6\CIVIL\DWGSET\AC-805544-EX-4.DWG
AutoCAD SHX Text
AC-805544
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
INITIALS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FINAL CHECK BY
AutoCAD SHX Text
TRACED BY
AutoCAD SHX Text
PUERTO RICO HIGHWAY &
AutoCAD SHX Text
TRANSPORTATION AUTHORITY
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text P.R.
AutoCAD SHX Text
LANDSLIDE AND ROAD DAMAGE
AutoCAD SHX Text
GROUP-A: CAGUAS, CAYEY, HUMACAO, AND NAGUABO, PUERTO RICO
AutoCAD SHX Text
EVALUATION AND REPAIR RECOMMENDATIONS
AutoCAD SHX Text
NAGUABO
AutoCAD SHX Text
PR-3
AutoCAD SHX Text
CONTROL STATIONS
AutoCAD SHX Text
STATION
AutoCAD SHX Text
COORDINATES
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
EASTING
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
STA-B3
AutoCAD SHX Text 239189.9279
AutoCAD SHX Text 5.48
AutoCAD SHX Text 274557.1784
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
1. FOR GENERAL NOTES, LEGEND & ABBREVIATIONS INFORMATION, PLEASE REFER TO DWG. GR-2.
AutoCAD SHX Text
MATCH LINE D-D
AutoCAD SHX Text
REFER TO SHEET EX-2
AutoCAD SHX Text
MATCH LINE D-D
AutoCAD SHX Text
REFER TO SHEET EX-2
GUN-NAIL W/WASHER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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-3 NAGUABO
* GRAPHIC SCALE *
SCALE = 1:400
200 105
AutoCAD SHX Text N 238250
AutoCAD SHX Text E 273650
AutoCAD SHX Text E 273700
AutoCAD SHX Text E 273750
AutoCAD SHX Text N 238300
AutoCAD SHX Text N 238350
AutoCAD SHX Text E 273650
AutoCAD SHX Text E 273700
AutoCAD SHX Text N 238250
AutoCAD SHX Text N 238300
AutoCAD SHX Text N 238400
AutoCAD SHX Text E 273750
AutoCAD SHX Text N 238450
AutoCAD SHX Text E 273800
AutoCAD SHX Text N 238400
AutoCAD SHX Text E 273800
AutoCAD SHX Text N 238450
AutoCAD SHX Text E 273850
AutoCAD SHX Text
TO HUMACAO
AutoCAD SHX Text
TO NAGUABO
AutoCAD SHX Text PROPOSED (10'x5'x2')
AutoCAD SHX Text
MARINE MATTRESS (BEGINS)
AutoCAD SHX Text PROPOSED (10'x5'x2')
AutoCAD SHX Text
MARINE MATTRESS (ENDS)
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
GUARD RAIL (BEGINS)
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text
R.O.W. LIMIT D.R.N.A.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text
R.O.W. LIMIT D.R.N.A.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SECTION TO REMAIN
AutoCAD SHX Text
BR-344/17
AutoCAD SHX Text N 238500
AutoCAD SHX Text E 273850
AutoCAD SHX Text N 238700
AutoCAD SHX Text E 274000
AutoCAD SHX Text N 238450
AutoCAD SHX Text N 238550
AutoCAD SHX Text N 238500
AutoCAD SHX Text E 273900
AutoCAD SHX Text N 238550
AutoCAD SHX Text E 273950
AutoCAD SHX Text E 274000
AutoCAD SHX Text N 238600
AutoCAD SHX Text E 274050
AutoCAD SHX Text N 238650
AutoCAD SHX Text
TO HUMACAO
AutoCAD SHX Text
TO NAGUABO
AutoCAD SHX Text PROPOSED (10'x5'x2')
AutoCAD SHX Text
MARINE MATTRESS (BEGINS)
AutoCAD SHX Text PROPOSED (10'x5'x2')
AutoCAD SHX Text
MARINE MATTRESS (ENDS)
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text
R.O.W. LIMIT D.R.N.A.
AutoCAD SHX Text
SECTION TO REMAIN
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
DATE
AutoCAD SHX Text R E V I S I O N S
AutoCAD SHX Text G:\PROYECTOS\2018\LANDSLIDES_AC-805544\GROUP-A\ER-HWY-344-PR-3-NAGUABO-KM-69.3-70.6\CIVIL\DWGSET\ALTERNATIVE #1\344A-AC-805544-PP.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
MATCH LINE B-B
AutoCAD SHX Text
MATCH LINE A-A
AutoCAD SHX Text
REFER TO SHEET PP-1
AutoCAD SHX Text
REFER TO SHEET PP-2
AutoCAD SHX Text
MATCH LINE A-A
AutoCAD SHX Text
REFER TO SHEET PP-1
AutoCAD SHX Text
GEOMETRICAL SITE PLAN
AutoCAD SHX Text
PP
AutoCAD SHX Text
ALTERNATIVE 1
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S T
A B
S T
A B
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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-3 NAGUABO
* GRAPHIC SCALE *
SCALE = 1:400
100 205
AutoCAD SHX Text
BR-344/9
AutoCAD SHX Text
BR-344/11
AutoCAD SHX Text
BR-344/13
AutoCAD SHX Text N 238750
AutoCAD SHX Text E 274050
AutoCAD SHX Text N 238800
AutoCAD SHX Text E 274100
AutoCAD SHX Text N 238850
Aut…
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