Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 3 of 3.pdf

PDF 15 MB Posted

Attached to
Landslide Repairs in Morovis, Puerto Rico
Solicitation number
693C73-24-B-000015
Issued by

About this file

Written by GovTribe AI ·

This document is Amendment 0001 to the plans for the Landslide Repairs in Morovis, Puerto Rico project, Solicitation Number 693C73-24-B-000015.

The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159 in the municipality of Morovis, Puerto Rico. The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), and other miscellaneous work. The project is expected to cost between $10,000,000 to $15,000,000 and will be split into multiple work schedules/contract options. Bids are due on a date to be specified in the solicitation and are limited to certified Small Business Concerns. The Federal Highway Administration is the responsible agency.

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Other files

File Type Posted
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Amendment 0004 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0003 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 4 of 4.pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 3 of 4.pdf PDF
Amendment 0002 - PR ER DOT PRMNT RPR(17).pdf PDF
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Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 2 of 4.pdf PDF
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Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 1 of 3.pdf PDF
Amendment 0001 Plans - AC-893579_HWY-264 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 2 of 2.pdf PDF
Geotechnical Report - AC-857579_HWY-258 260 261 262 263 265.pdf PDF
Utility Status Report - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-916579_HWY-286.pdf PDF
Geotechnical Report Addendum - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-905579_HWY-483.pdf PDF
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Geotechnical Report Addendum - Letter AC-857579_HWY-260.pdf PDF
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SUCESION DOLORES GUZMAN

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SUCESION DOLORES GUZMAN

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COROZAL DAIRY INC.

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AutoCAD SHX Text ALIGNMENT AND TRANSITION TO PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155

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AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 2+01.33 PR-155

AutoCAD SHX Text EXISTING 2-42" DIA. ENDS PROPOSED 1-CELLL 3.75 X 1.20 REINF. CONC.BOX CULVERT BEGINS STA. 1+07.09 (BC) = = STA. 1+63.87 (PR155), 9.02 RT.

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AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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AC-857579

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ORACLE NO.

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RW

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO 2+01.33

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PAVEMENT MARKING PLAN, ER-HWY-262

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TRAFFIC SIGNING AND

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PR-155

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MOROVIS

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TRAFFIC SIGNING AND PAVEMENT MARKING PLAN SCALE 1:200

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QUANTITY PAVEMENT MARKING

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SYSLL

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1. ALL PAVEMENT MARKING SHALL BE RETROREFLECTIVE ALL PAVEMENT MARKING SHALL BE RETROREFLECTIVE 2. BROKEN YELLOW CENTER LINES SHALL BE 0.15 M. WIDE, THEY BROKEN YELLOW CENTER LINES SHALL BE 0.15 M. WIDE, THEY SHALL BE FORMED BY 3.00 M. SEGMENTS AND 9.00 M. GAPS. 3. CHANNELIZING LINES ON ISLANDS OR MEDIANS SHALL BE 0.20 M. CHANNELIZING LINES ON ISLANDS OR MEDIANS SHALL BE 0.20 M. WIDE AND THE DIAGONALS SHALL BE 0.30 M. WIDE. 4. BROKEN WHITE LANE LINES SHALL BE 0.15 M. THEY SHALL BE BROKEN WHITE LANE LINES SHALL BE 0.15 M. THEY SHALL BE FORMED BY 3.00 M. SEGMENTS AND 9.00 M. GAPS. 5. RAISED RETROREFLECTIVE PAVEMENT MARKERS MUST BE RAISED RETROREFLECTIVE PAVEMENT MARKERS MUST BE INCLUDED WITH THE PAVEMENT MARKING. 6. THE SIGNS CODE 3 AND 4 WILL BE PAID UNDER SPECIFICATION THE SIGNS CODE 3 AND 4 WILL BE PAID UNDER SPECIFICATION 621

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SIGN

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CONCRETE BARRIER ENDS

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SUCESION DOLORES GUZMAN

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COROZAL DAIRY INC.

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TOE OF SLOPE

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TOP OF SLOPE

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CONCRETE SWALE I.E.=198.59

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CONCRETE SWALE I.E.=197.73

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(SEE PHOTO #1)

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CONCRETE SLAB

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AutoCAD SHX Text http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

FED AID H'WAY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AC PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

P.R. NO.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

AutoCAD SHX Text

ARCHITECTS - ENGINEERS LLP

AutoCAD SHX Text

UNIPRO

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE = 1:200

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

PR

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(437)

AutoCAD SHX Text

AC-857579

AutoCAD SHX Text R579999579

AutoCAD SHX Text

ORACLE NO.

AutoCAD SHX Text C

AutoCAD SHX Text

RW

AutoCAD SHX Text

ER-9999(325)

AutoCAD SHX Text

FILE NAME=

AutoCAD SHX Text

MOROVIS PUERTO RICO

AutoCAD SHX Text

AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

FROM STA. 1+00.00 TO 2+01.33

AutoCAD SHX Text

ER-HWY-262, PR-155, KM. 43.00

AutoCAD SHX Text

TREE INVENTORY PLAN

AutoCAD SHX Text

AutoCAD SHX Text

RD-E

AutoCAD SHX Text

PR-155

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TREE INVENTORY PLAN SCALE 1:200

AutoCAD SHX Text

LEGEND EXISTING TREE TO BE REMOVE AS NEEDED EXISTING TREE TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text 3.90

AutoCAD SHX Text 1.20

AutoCAD SHX Text 7.19

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text

ELE

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text 3.90

AutoCAD SHX Text 3.90

AutoCAD SHX Text 7.19

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text Cut Vol

AutoCAD SHX Text For Structure

AutoCAD SHX Text

80.00 cu. mts.

AutoCAD SHX Text 0.00

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text 0.00

AutoCAD SHX Text 26.54

AutoCAD SHX Text 0.00

AutoCAD SHX Text 27.09

AutoCAD SHX Text Unclasified Exc.

AutoCAD SHX Text 7.50

AutoCAD SHX Text 22.05

AutoCAD SHX Text 7.50

AutoCAD SHX Text 22.05

AutoCAD SHX Text

ELE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

FED AID H'WAY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AC PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

P.R. NO.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

AutoCAD SHX Text

ARCHITECTS - ENGINEERS LLP

AutoCAD SHX Text

UNIPRO

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE = 1:200

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

PR

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(437)

AutoCAD SHX Text

AC-857579

AutoCAD SHX Text R579999579

AutoCAD SHX Text

ORACLE NO.

AutoCAD SHX Text C

AutoCAD SHX Text

RW

AutoCAD SHX Text

ER-9999(325)

AutoCAD SHX Text

FILE NAME=

AutoCAD SHX Text

MOROVIS PUERTO RICO

AutoCAD SHX Text

AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

FROM KM. 0.00 TO 0.00

AutoCAD SHX Text

ER-HWY-262, PR-155, KM. 43.00

AutoCAD SHX Text

CROSS SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text

CS-E

AutoCAD SHX Text

PR-155

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 27.67

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 38.67

AutoCAD SHX Text 7.50

AutoCAD SHX Text 22.05

AutoCAD SHX Text 7.50

AutoCAD SHX Text 22.05

AutoCAD SHX Text

ELE

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text

PROPOSED ROW LIMIT

AutoCAD SHX Text 3.90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.50

AutoCAD SHX Text 7.19

AutoCAD SHX Text

ROADWAY VARIES FROM 7.30 TO 8.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 28.96

AutoCAD SHX Text 0.00

AutoCAD SHX Text 39.85

AutoCAD SHX Text 7.50

AutoCAD SHX Text 19.37

AutoCAD SHX Text 7.50

AutoCAD SHX Text 21.48

AutoCAD SHX Text

ELE

AutoCAD SHX Text R E V I S I O N S

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

FED AID H'WAY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AC PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

P.R. NO.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

AutoCAD SHX Text

ARCHITECTS - ENGINEERS LLP

AutoCAD SHX Text

UNIPRO

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE = 1:200

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

PR

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(437)

AutoCAD SHX Text

AC-857579

AutoCAD SHX Text R579999579

AutoCAD SHX Text

ORACLE NO.

AutoCAD SHX Text C

AutoCAD SHX Text

RW

AutoCAD SHX Text

ER-9999(325)

AutoCAD SHX Text

FILE NAME=

AutoCAD SHX Text

MOROVIS PUERTO RICO

AutoCAD SHX Text

AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

FROM KM. 0.00 TO 0.00

AutoCAD SHX Text

ER-HWY-262, PR-155, KM. 43.00

AutoCAD SHX Text

CROSS SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text

CS-E

AutoCAD SHX Text

PR-155

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text 3.90

AutoCAD SHX Text 1.20

AutoCAD SHX Text 7.19

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text 3.90

AutoCAD SHX Text 1.20

AutoCAD SHX Text 7.19

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

SHOULDER

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EX. ROADWAY

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AutoCAD SHX Text 1.20

AutoCAD SHX Text 7.19

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AutoCAD SHX Text 7.50

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ELE

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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BY

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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PR

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ER-9999(437)

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AC-857579

AutoCAD SHX Text R579999579

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ORACLE NO.

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RW

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ER-9999(325)

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM KM. 0.00 TO 0.00

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ER-HWY-262, PR-155, KM. 43.00

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CROSS SECTIONS

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CS-E

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PR-155

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MOROVIS

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SITE

EXECUTIVE DIRECTOR

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APPROVED:

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ACTING DIRECTOR, LAND ACQUISITION AREA

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JOSE A. TORRES APONTE

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SUBMITTED:

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DATE

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DATE

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DIRECTOR, DESIGN AREA

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DATE

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DR. EDWIN E. GONZALEZ MONTALVO, PE

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ENG. ALEXANDRA VAZQUEZ DELGADO, PE

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LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text P.O. Box 10914, Caparra Station

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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ARCHITECTS, ENGINEERS LLP

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UNIP

AutoCAD SHX Text San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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COMMONWEALTH OF PUERTO RICO

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AUTHORITY

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HIGHWAY AND TRANSPORTATION

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AND PUBLIC WORKS

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DEPARTMENT OF TRANSPORTATION

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COMMONWEALTH OF PUERTO RICO

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DESIGN AREA

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HIGHWAY & TRANSPORTATION

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AUTHORITY

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LENGTH OF PR-262 ALIGNMENT

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0.1013 KM.

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0.0630 MI.

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TOTAL LENGTH OF PROJECT

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CARLOS RAUL PEREZ BRAS _____________________

AutoCAD SHX Text LIC. No. 6127

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AND REPAIR RECOMMENDATIONS

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0.1013 KM.

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0.0630 MI.

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ARECIBO

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SAN JUAN

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FAJARDO

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HUMACAO

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MAYAGÜEZ

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PONCE

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VIEQUES

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CULEBRA

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PROJECT SITE LOCATION

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AGUADILLA

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GUAYAMA

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LOCATION PLAN

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SCALE: 1: 20,000

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REFERENCE

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SECTION

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ROW-1

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TITLE SHEET

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DESCRIPTION

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LAND ACQUISITION PLAN

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SHEET NO.

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SCHEDULE OF DRAWINGS

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FINAL LAND ACQUISITION PLAN

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ER-HWY-262, PR-155, KM. 43.00

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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A.C. PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

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MUNICIPALITY OF MOROVIS

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PR

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PR-155

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MOROVIS

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A.C. CODE NUMBER 919579 / RCN9190579

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ER-9999 (437)

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AC-857579

AutoCAD SHX Text R579999579

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ORACLE ROW R009190579FHWA ER-0155 (012)

AutoCAD SHX Text N

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MOROVIS

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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 SHALL BE IN STRICT ACCORDANCE WITH THE SHALL BE IN STRICT ACCORDANCE WITH THE BE IN STRICT ACCORDANCE WITH THE BE IN STRICT ACCORDANCE WITH THE IN STRICT ACCORDANCE WITH THE IN STRICT ACCORDANCE WITH THE STRICT ACCORDANCE WITH THE STRICT ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FOR ROAD AND BRIDGE CONSTRUCTION FOR ROAD AND BRIDGE CONSTRUCTION ROAD AND BRIDGE CONSTRUCTION ROAD AND BRIDGE CONSTRUCTION AND BRIDGE CONSTRUCTION AND BRIDGE CONSTRUCTION BRIDGE CONSTRUCTION BRIDGE CONSTRUCTION CONSTRUCTION CONSTRUCTION AND GENERAL PROVISIONS APPROVED BY THE PUERTO RICO GENERAL PROVISIONS APPROVED BY THE PUERTO RICO GENERAL PROVISIONS APPROVED BY THE PUERTO RICO PROVISIONS APPROVED BY THE PUERTO RICO PROVISIONS APPROVED BY THE PUERTO RICO APPROVED BY THE PUERTO RICO APPROVED BY THE PUERTO RICO BY THE PUERTO RICO BY THE PUERTO RICO THE PUERTO RICO THE PUERTO RICO PUERTO RICO PUERTO RICO RICO RICO HIGHWAY AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS, AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS, AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS, AUTHORITY IN 2005 AND SUBSEQUENT AMENDMENTS, IN 2005 AND SUBSEQUENT AMENDMENTS, IN 2005 AND SUBSEQUENT AMENDMENTS, 2005 AND SUBSEQUENT AMENDMENTS, 2005 AND SUBSEQUENT AMENDMENTS, AND SUBSEQUENT AMENDMENTS, AND SUBSEQUENT AMENDMENTS, SUBSEQUENT AMENDMENTS, SUBSEQUENT AMENDMENTS, AMENDMENTS, AMENDMENTS, THE MUTCD LATEST EDITION AND THE PRHTA STANDARD MUTCD LATEST EDITION AND THE PRHTA STANDARD MUTCD LATEST EDITION AND THE PRHTA STANDARD LATEST EDITION AND THE PRHTA STANDARD LATEST EDITION AND THE PRHTA STANDARD EDITION AND THE PRHTA STANDARD EDITION AND THE PRHTA STANDARD AND THE PRHTA STANDARD AND THE PRHTA STANDARD THE PRHTA STANDARD THE PRHTA STANDARD PRHTA STANDARD PRHTA STANDARD STANDARD STANDARD DRAWINGS IN EFFECT AT THE TIME OF BIDDING, WITH THESE IN EFFECT AT THE TIME OF BIDDING, WITH THESE IN EFFECT AT THE TIME OF BIDDING, WITH THESE EFFECT AT THE TIME OF BIDDING, WITH THESE EFFECT AT THE TIME OF BIDDING, WITH THESE AT THE TIME OF BIDDING, WITH THESE AT THE TIME OF BIDDING, WITH THESE THE TIME OF BIDDING, WITH THESE THE TIME OF BIDDING, WITH THESE TIME OF BIDDING, WITH THESE TIME OF BIDDING, WITH THESE OF BIDDING, WITH THESE OF BIDDING, WITH THESE BIDDING, WITH THESE BIDDING, WITH THESE WITH THESE WITH THESE THESE THESE PLANS 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 PROVISIONS AND INSTRUCTIONS PROVISIONS AND INSTRUCTIONS AND INSTRUCTIONS AND INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS INCLUDED IN THE CONTRACT BOOK."

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GENERAL DESIGN CRITERIA

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LEVEL, ROLLING, MOUNTAINOUS

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DIRECTIONAL DISTRIBUTION ( )-- 60%%%

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AVERAGE DAILY TRAFFIC ( )-- 16,600

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DESIGN HOURLY VOLUME ( )-- 736

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AVERAGE DAILY TRAFFIC ( )-- 9,200

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FUNCTIONAL HIGHWAY CLASSIFICATION ( )-- MINOR COLLECTOR (RURAL)

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PRHTA GENERAL DESIGN STANDARDS

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DESIGN CLASS CODE ( )-- R-5

AutoCAD SHX Text D

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YES OR NO

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PERCENT OF TRUCK ( )-- 3.2

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AutoCAD SHX Text V

AutoCAD SHX Text T

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FUTURE, 2034

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FULL, PARTIAL, NONE

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AASHTO

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DHV

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PRHTA

AutoCAD SHX Text MINIMUM CURVE RADIUS -- 80m

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CONTROL OF ACCESS ( )-- NONE

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MAXIMUM SUPERELEVATION -- 8%%%

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DESIGN LOAD FOR STRUCTURES -- HS-30-44

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DESIGN EXCEPTION? ( )-- NO

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FUCTIONAL HIGHWAY CLASSIFICATION ( )-- RURAL COLLECTOR

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DESIGN SPEED ( )-- 40 MPH

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TYPE OF TERRAIN ( )-- ROLLING

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MAXIMUM GRADE ( )-- 9

AutoCAD SHX Text HIGHWAY DESIGN CODE-- AASHTO-GEOMETRIC DESIGN OF HIGHWAY AND STREETS 9th EDITION 2020

STRUCTURES DESIGN CODE-- AASHTO-LRFD BRIDGE DESIGN SPECIFICATIONS 9th EDITION 2020

42"Ø PIPE

42"Ø PIPE

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TEL

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COROZAL DAIRY INC.

166-000-003-17-901

SUCESION DOLORES GUZMAN

166-000-002-11-901

SUCESION DOLORES GUZMAN

166-000-002-11-901

ST

AT

E

RO

AD

P

R-

1+

1+

1+

1+60

1+80

2+00

0.15 SWEL

BEGINS

0.15 SYSLL

ENDS

CONTROL POINT

ER-HWY-262-2

CENTER LINE

PROPOSED PROJECT

0.15 SYSLL

BEGINS

0.15 SWEL

ENDS

0.15 SWEL

BEGINS

0.15 SWEL

ENDS

0.15 SYSLL ENDS

0.15 DYSCL BEGINS

STA. 1+24.00

0.15 DYSCL ENDS

0.15 SYSLL AND

0.15 SYSL BEGINS

STA. 1+83.00

0.15 SYSL BEGINS

STA. 1+12.00

0.15 DYSL ENDS

0.15 DYSCL

0.15 YELLOW BROKEN

STA. 1+95.00

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SUCESION DOLORES GUZMAN

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CONCRETE BARRIER ENDS

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CONC. BARRIER

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CONCRETE WALL T.E.=191.04

AutoCAD SHX Text 166-000-002-11-901

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SUCESION DOLORES GUZMAN

AutoCAD SHX Text 166-000-002-11-901

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COROZAL DAIRY INC.

AutoCAD SHX Text 166-000-003-17-901

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TOE OF SLOPE

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TOP OF SLOPE

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CONCRETE SWALE I.E.=198.59

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CONCRETE SWALE I.E.=197.73

AutoCAD SHX Text

(SEE PHOTO #1)

AutoCAD SHX Text 42" I.E.=189.12 T.E.=190.05

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CONCRETE SLAB

AutoCAD SHX Text 42" I.E.=188.73 I.E.=188.67

AutoCAD SHX Text 7.53

AutoCAD SHX Text 7.47

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text

PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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BEGINS

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AutoCAD SHX Text T

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CENTER LINE PROPOSED PROJECT

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155

AutoCAD SHX Text PROPOSED 1-CELL 3.75 X 1.20 REINF. CONC. BOX CULVERT ENDS STA. 1+19.24(BC) = = STA. 1+34.26 (PR-155), 19.10 RT.

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 2+01.33 PR-155

AutoCAD SHX Text EXISTING 2-42" DIA. ENDS PROPOSED 1-CELLL 3.75 X 1.20 REINF. CONC.BOX CULVERT BEGINS STA. 1+07.09 (BC) = = STA. 1+63.87 (PR155), 9.02 RT.

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AutoCAD SHX Text V11

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PARCEL 005-01

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PROPOSED ROW LIMIT AND BARBED WIRE FENCE

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CONTROL POINT ER-HWY-262-2

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CONTROL POINT ER-HWY-262-1

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DESCRIPTION

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BEARINGS

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DISTANCE

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(Y) NORTH

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(X) EAST

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POINT

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LINE

AutoCAD SHX Text P A R C E L 0 0 5 - 0 1

AutoCAD SHX Text LAND ACQUISITION TABLE PARCEL 166-000-003-17-901 (TO BE ACQUIRED) (COROZAL DAIRY INC.)

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AutoCAD SHX Text 202661.6859

AutoCAD SHX Text 251760.0106

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AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 1-2

AutoCAD SHX Text 202655.2103

AutoCAD SHX Text 251777.3634

AutoCAD SHX Text 18.52

AutoCAD SHX Text N 20%%D27'51" W

AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 2-39

AutoCAD SHX Text 202649.0522

AutoCAD SHX Text 251775.0540

AutoCAD SHX Text 6.58

AutoCAD SHX Text S 69%%D26'35" W

AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 39-4

AutoCAD SHX Text 202637.8035

AutoCAD SHX Text 251769.5268

AutoCAD SHX Text 12.53

AutoCAD SHX Text S 63%%D49'56" W

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

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AutoCAD SHX Text 202647.2284

AutoCAD SHX Text 251754.5215

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AutoCAD SHX Text Center coord

AutoCAD SHX Text 12%%D03'16"

AutoCAD SHX Text 17.72

AutoCAD SHX Text 1.87

AutoCAD SHX Text 0.10

AutoCAD SHX Text 3.73

AutoCAD SHX Text

AutoCAD SHX Text 4-5

AutoCAD SHX Text 202634.8776

AutoCAD SHX Text 251767.2276

AutoCAD SHX Text 3.72

AutoCAD SHX Text S 51%%D50'23" W

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

AutoCAD SHX Text Center

AutoCAD SHX Text 202638.0361

AutoCAD SHX Text 251763.9783

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AutoCAD SHX Text Center coord

AutoCAD SHX Text 14%%D27'56"

AutoCAD SHX Text 4.53

AutoCAD SHX Text 0.58

AutoCAD SHX Text 0.04

AutoCAD SHX Text 1.14

AutoCAD SHX Text

AutoCAD SHX Text 5-6

AutoCAD SHX Text 202634.1661

AutoCAD SHX Text 251766.3356

AutoCAD SHX Text 1.14

AutoCAD SHX Text S 38%%D34'47" W

AutoCAD SHX Text PC.To establish

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

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AutoCAD SHX Text 202638.0361

AutoCAD SHX Text 251763.9783

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AutoCAD SHX Text

AutoCAD SHX Text Center coord

AutoCAD SHX Text 14%%D27'56"

AutoCAD SHX Text 4.53

AutoCAD SHX Text 0.58

AutoCAD SHX Text 0.04

AutoCAD SHX Text 1.14

AutoCAD SHX Text

AutoCAD SHX Text 6-7

AutoCAD SHX Text 202633.6999

AutoCAD SHX Text 251765.2942

AutoCAD SHX Text 1.14

AutoCAD SHX Text S 24%%D06'51" W

AutoCAD SHX Text PC.To establish

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

AutoCAD SHX Text Center

AutoCAD SHX Text 202639.8858

AutoCAD SHX Text 251763.4170

AutoCAD SHX Text

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AutoCAD SHX Text Center coord

AutoCAD SHX Text 16%%D52'53"

AutoCAD SHX Text 6.46

AutoCAD SHX Text 0.96

AutoCAD SHX Text 0.07

AutoCAD SHX Text 1.90

AutoCAD SHX Text

AutoCAD SHX Text 7-8

AutoCAD SHX Text 202633.4214

AutoCAD SHX Text 251763.4170

AutoCAD SHX Text 1.90

AutoCAD SHX Text S 08%%D26'26" W

AutoCAD SHX Text PC.To establish

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

AutoCAD SHX Text Center

AutoCAD SHX Text 202639.8858

AutoCAD SHX Text 251763.4170

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Center coord

AutoCAD SHX Text 36%%D26'55"

AutoCAD SHX Text 6.46

AutoCAD SHX Text 2.13

AutoCAD SHX Text 0.34

AutoCAD SHX Text 4.11

AutoCAD SHX Text

AutoCAD SHX Text 8-9

AutoCAD SHX Text 202634.6859

AutoCAD SHX Text 251759.5765

AutoCAD SHX Text 4.04

AutoCAD SHX Text S 18%%D13'28" E

AutoCAD SHX Text PC.To establish

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CURVE

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DATA

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ANGLE

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RADIUS

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TANGENT

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EXTERNA

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ARC LENGHT

AutoCAD SHX Text Center

AutoCAD SHX Text 202657.4915

AutoCAD SHX Text 251770.2229

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AutoCAD SHX Text Center coord

AutoCAD SHX Text 26%%D06'12"

AutoCAD SHX Text 25.17

AutoCAD SHX Text 5.83

AutoCAD SHX Text 0.67

AutoCAD SHX Text 11.47

AutoCAD SHX Text

AutoCAD SHX Text 9-10

AutoCAD SHX Text 202641.6963

AutoCAD SHX Text 251750.6281

AutoCAD SHX Text 11.37

AutoCAD SHX Text S 38%%D04'35" E

AutoCAD SHX Text PT.To establish

AutoCAD SHX Text

AutoCAD SHX Text 10-11

AutoCAD SHX Text 202646.0147

AutoCAD SHX Text 251747.0028

AutoCAD SHX Text 5.64

AutoCAD SHX Text S 49%%D59'11" E

AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 11-12

AutoCAD SHX Text 202650.2551

AutoCAD SHX Text 251743.2508

AutoCAD SHX Text 5.66

AutoCAD SHX Text S 48%%D29'49" E

AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 12-40

AutoCAD SHX Text 202656.7052

AutoCAD SHX Text 251750.5405

AutoCAD SHX Text 9.73

AutoCAD SHX Text N 41%%D30'11" E

AutoCAD SHX Text To establish

AutoCAD SHX Text

AutoCAD SHX Text 40-1

AutoCAD SHX Text 202661.6859

AutoCAD SHX Text 251760.0106

AutoCAD SHX Text 10.70

AutoCAD SHX Text N 27%%D44'29" E

AutoCAD SHX Text To establish

AutoCAD SHX Text AREA = 585.6489 sq mt. =O= 0.1490 cda.

AutoCAD SHX Text R E V I S I O N S

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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BY

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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PR

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ORACLE NO.

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RW

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO 2+01.33

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ER-HWY-262, PR-155, KM. 43.00

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LAND ACQUISITION PLAN

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ROW-E

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PR-155

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MOROVIS

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LAND ACQUISITION PLAN SCALE 1:200

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P.R.E.P.A. PARCEL

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TEMPORARY EASEMENT PARCEL AREA

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PARCEL AREA

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OWNER

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AREA

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(SQ. MTS.)

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(CDA.)

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COROZAL DAIRY INC.

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AutoCAD SHX Text 166-000-003-17-901

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ER-9999(437)

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AC-857579

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EXISTING FENCE

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PARCEL OWNER

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PARCEL NO.

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PERMANENT EASEMENT PARCEL NO.

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TEMPORARY EASEMENT PARCEL NO.

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PROPOSED R.O.W. AND FENCE

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XXX - XX

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PEXXX - XX

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TEXXX - XX

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PROPERTY LIMIT

REMOVED BY COLD MILLING TK. = 0.05 M. (SPEC 403)

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- EXISTING BITUMINOUS ASPHALT PAVEMENT OVERLAY TO BE

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- 0.15 M AGGREGATE BASE COURSE (SPEC 304)

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GRADING CLASS A

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- CONCRETE BARRIER TYPE C (SPEC. 610)

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- BARBED WIRE FENCE TYPE "A" (SPEC 607)

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%%ULEGEND:

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%%UTYPICAL SECTION PROPOSED PR-155

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C PR-155

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EXISTING GROUND

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VARIES FROM 6.25 TO 7.00

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EXISTING GROUND

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EXISTING ROW

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EXISTING ROW

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EXISTING ROADWAY

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- GRAVITY WALL TYPE GABION WALL (SPEC 614)

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%%UTYPICAL SECTION PROPOSED PR-155

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C PR-155

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VARIES FROM 6.25 TO 7.00

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EXISTING ROW

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EXISTING ROW

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EXISTING ROADWAY

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SHOULDER

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PROPOSED ROADWAY NORTHBOUND 3.60 MTS.

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PROPOSED ROAD WIDENING WIDTH=3.45

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FROM STA. 1+18.80 TO STA. 1+59.44 (PR-155)

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EXISTING GROUND

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SHOULDER

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PROPOSED ROADWAY SOUTHBOUND 3.60 MTS.

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PROPOSED ROW

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%%UTYPICAL SECTION PROPOSED PR-155

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VARIES FROM 6.25 TO 7.00

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EXISTING ROW

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EXISTING ROW

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EXISTING ROADWAY

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SHOULDER

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PROPOSED ROADWAY SOUTHBOUND 3.60 MTS.

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PROPOSED ROAD WIDENING VARIES FROM 1.20 TO 3.45

AutoCAD SHX Text FROM STA. 1+05.29 TO STA. 1+18.80 (PR-155) FROM STA. 1+59.44 TO STA. 1+94.78 (PR-155)

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EXISTING GROUND

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SHOULDER

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PROPOSED ROADWAY SOUTHBOUND 3.60…

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