Amendment 0001 Plans - AC-916579_HWY-286 287 - Full-Size.pdf
PDF 4 MB Posted
- Attached to
- Landslide Repairs in Morovis, Puerto Rico
- Solicitation number
- 693C73-24-B-000015
About this file
This document is an Amendment 0001 to plans for a federal contract opportunity related to landslide and road damage repair in the municipality of Morovis, Puerto Rico. The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159, including embankment reconstruction, wall construction, drainage system installation, pavement work, guardrail replacement, signage, maintenance of traffic, and other miscellaneous work. The project will be split into multiple work schedules/contract options, with the total cost expected to be between $10,000,000 to $15,000,000. The solicitation number is 693C73-24-B-000015, and the agency is the Department of Transportation Federal Highway Administration. Bid documents should be issued on or about July 23, 2024, and all bids must be submitted electronically. The contract will be set aside for certified Small Business Concerns only.
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Text version
PR-159
PR-159
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TOTAL LENGTH OF PROJECT
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MAYAGUEZ
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AGUADILLA
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DG3A DESIGN GROUP, PSC
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ENGINEER LIC. 14253
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RAFAEL FERNANDEZ, PE
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DATE
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PREPARED BY
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PONCE
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SAN JUAN
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%%ULOCATION PLAN
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DEPARTMENT OF TRANSPORTATION
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AUTHORITY
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DESIGN AREA
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COMMONWEALTH OF PUERTO RICO
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HIGHWAY & TRANSPORTATION
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COMMONWEALTH OF PUERTO RICO
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HIGHWAY & TRANSPORTATION
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AUTHORITY
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AND PUBLIC WORKS
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DR. ANGEL J. ALICEA RODRIGUEZ
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MARIA I. AYALA RIVERA
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ACTING DIRECTOR, CONSTRUCTION AREA
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CARLOS LLOVERAS MATTEI
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DIRECTOR, ESTIMATES AND BIDS OFFICE
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RECOMMENDED AND APPROVED:
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DR. EDWIN E. GONZALEZ MONTALVO, PE
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EXECUTIVE DIRECTOR
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DATE
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DATE
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DATE
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DATE
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SUBMITTED:
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LISSETTE LUGO COLON
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DATE
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DIRECTOR, DESIGN AREA
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DR. ANGEL J. ALICEA RODRIGUEZ
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DATE
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DIRECTOR, PROGRAMING AND SPECIAL STUDIES AREA, ACTING
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DIRECTOR, TRAFFIC ENGINEERING AND OPERATIONS AREA
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DG3A DESIGN GROUP
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FAJARDO
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PROJECT SITE
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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RW
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DESCRIBE THE EXCEPTION
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APPROVAL DATE BY PRHTA
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HIGHWAY AND TRANSPORTATION AUTHORITY IN 2005 AND
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AND GENERAL PROVISIONS APPPROVED BY THE PUERTO RICO
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STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
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MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE
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ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL
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INCLUDED IN THE CONTRACT BOOK.
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WITH THE STANDARD DRAWINGS, WITH THESE PLANS AND
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WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS
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SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING,
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GENERAL DESIGN CRITERIA
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MINIMUM CURVE RADIUS
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DESIGN LOAD FOR STRUCTURES
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MAXIMUM SUPERELEVATION
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DESIGN EXCEPTION?
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(YES OR NO)
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AVERAGE DAILY TRAFFIC
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DESIGN HOURLY VOLUME
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DIRECTIONAL DISTRIBUTION
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PERCENT OF TRUCK
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FUNCTIONAL HIGHWAY CLASSIFICATION
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AVERAGE DAILY TRAFFIC
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CONTROL OF ACCESS
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(LEVEL, ROLLING, MOUNTAINOUS)
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DESIGN SPEED
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MAXIMUM GRADE
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(FULL, PARTIAL, NONE)
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(FUTURE, 2038)
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(PRESENT, 2018)
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(DHV)
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(PRHTA)
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STRUCTURES DESIGN CODE
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(PRHTA GENERAL DESIGN STANDARDS)
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HIGHWAY DESIGN CODE
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FUNCTIONAL HIGHWAY CLASSIFICATION
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(AASHTO)
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TYPE OF TERRAIN
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DESIGN CLASS CODE
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HIGHWAY DESIGN MANUAL 1979, AASHTO GEOMETRIC DESIGN OF HIGHWAYS AND
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AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION
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RURAL LOCAL ROAD
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RURAL LOCAL ROAD
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NONE
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MOUNTAINOUS
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50 METERS
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HL-93
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27,585 VPD
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18,564 VPD
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STREETS 2011, ROADSIDE DESIGN GUIDE 4TH EDITION.
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A.C. CODE N0. 916579
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LANDSLIDE AND ROAD DAMAGE EVALUATION AND REPAIR RECOMMENDATIONS
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MUNICIPALITY OF MOROVIS, PUERTO RICO
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ORACLE NO. RCN9160579
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ER-HWY-286
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PR-159
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KM 3.2
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ER-HWY-287
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PR-159
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KM 3.5
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AC-916579
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MOROVIS
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ER-9999(331)
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RCN9160579
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PR-159
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VEGA
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BAJA
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MANATI
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MOROVIS
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COROZAL
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SCHEDULE OF DRAWINGS
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TITLE SHEET
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MAINTENANCE OF TRAFFIC
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GENERAL NOTES, ABBREVIATIONS AND LEGEND
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SHEET NO.
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GR/A5 - TS/A1
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DESCRIPTION
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GR/4
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MOT/1 - MOT/4
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GR/1
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GR/3
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DWG. NO.
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KEY PLAN
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ER-HWY-286 PR-159 KM 3.2
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GR/B5 - TS/B1
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ER-HWY-287 PR-159 KM 3.5
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INDEX SHEET
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GR/2
N.T.S.
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GR
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CONSULTING ENGINEERS
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DATE
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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DG3A DESIGN GROUP, PSC
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PUERTO RICO HIGHWAY AUTHORITY
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FILE NAME
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PROJECT NO.
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DG3A
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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RW
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AC-916579
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DG3A DESIGN GROUP
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ER-9999(331)
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RCN9160579
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MOROVIS
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PR-159
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GENERAL NOTES, ABBREVIATIONS & LEGEND
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SHEET DESCRIPTION
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TYPICAL SECTIONS
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MAINTENANCE OF TRAFFIC GENERAL NOTES, LEGEND AND CONSTRUCTION SCHEDULE
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KEY MAP PLAN
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INDEX SHEET
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TITLE SHEET
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MOT/1
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GR/4
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GR/3
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GR/2
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GR/1
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SHEET
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NO.
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NO.
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DRAWING
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INDEX OF DRAWINGS
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GR/A5
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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS
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MOT/2
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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS
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MOT/3
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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS
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MOT/4
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CONTROL POINTS
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GR/B5
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CONTROL POINTS
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TYPICAL SECTIONS
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VERTEX DATA
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GR/A6
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GR/B6
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VERTEX DATA
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GR/A7
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GR/B7
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QUANTITY SUMMARY
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GR/A8
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GR/B8
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QUANTITY SUMMARY
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EXISTING CONDITION PLAN
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GR/A9
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GR/B9
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EXISTING CONDITION PLAN
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BORING LOGS
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SS/A1
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BORING LOGS (PR-159 KM 3.5)
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SS/B1
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PLAN
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PP/A1
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PLAN
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PP/B1
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EROSION CONTROL PLAN
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EC/A1
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EROSION CONTROL PLAN
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EC/B1
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TRAFFIC SIGNING AND PAVEMENT MARKING PLAN
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TS/A1
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TRAFFIC SIGNING AND PAVEMENT MARKING PLAN
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TS/B1
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CROSS SECTIONS FROM STA. 1+00.00 TO STA. 1+35.45
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CS/A1
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CROSS SECTIONS FROM STA. 1+00.00 TO STA. 1+33.60
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CS/B1
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ER-HWY-287 PR-159 KM 3.5
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ER-HWY-286 PR-159 KM 3.2
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MAINTENANCE OF TRAFFIC
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MOT/A1
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MAINTENANCE OF TRAFFIC
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MOT/B1
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MUNICIPALITY OF MOROVIS, PUERTO RICO
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LANDSLIDE AND ROAD DAMAGE EVALUATION AND REPAIR RECOMMENDATIONS
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RD/A1
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LANDSCAPING AND ROADSIDE DEVELOPMENT
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RD/B1
LANDSCAPING AND ROADSIDE DEVELOPMENT
A B B R E V I A T I O N S
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DESCRIPTION
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EXISTING
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PROPOSED
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A BUT.
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AGG.
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AH.
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AL.
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APPROX. EXC.
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AR.
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ASB.
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ASPH.
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BK.
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BIT. CONC.
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BLDG.
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C. TO C.
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COL.
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COM.
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CONC.
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COORD.
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CULV.
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CS.
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DC.
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INTER
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KM.
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CORRUGATED METAL
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CONTROL OF ACCESS
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CONCRETE
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COMMUNICATIONS
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COATED
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CENTER TO CENTER
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CENTER LINE
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CATCH BASIN
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CAST IRON PIPE
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CAST IRON
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BUILDING
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BITUMINOUS COATED CORRUGATED
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BELL AND SPIGOT
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BACK
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INVERT
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HIGHT POINT
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HYDRANT
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POINT OF INTERSECTION
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POINT OF CURVATURE
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POINT OF TANGENCY
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PORTLAND CEMENT CONCRETE
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PRC
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PT
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POINT OF REVERSE CURVE
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OUTSIDE TO OUTSIDE
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O. TO O.
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PVMT.
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PAVEMENT
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OF
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ON CENTER
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OUTSIDE DIAMETER
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NOT INCLUDED IN CONTRACT
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SPECIFICATION
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SPEC.
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TANGENT DISTANCE OF CURVE
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SOUTH
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TELEPHONE
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TELEPHONE POLE
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TS
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TEL.
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TANGENT TO SPIRAL
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TRAVELET WAY
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TYP.
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TYPICAL
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TANGENT RUNOFF
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TOP OF GRATE
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TRUE LENGTH
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TOP ELEVATION
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WATER VALVE
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WING WALL
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VERTICAL
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VERT.
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W. MTR.
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WATER METER
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WATER MAIN
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UNCLASSIFIED
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VERTICAL CURVE
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UG.
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UNC.
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UNDERGROUND
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WIRE MESH FENCE
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WEST
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TOE OF SLOPE (FILL)
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WROUGHT IRON
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SLOPE
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SHT.
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SHEET
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SLOTTED DRAIN
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SLOTTED INLET
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SLOTTED IN.
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SPIRAL TO CURVE
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ST
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SC
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SQ.M.
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SQUARE METER
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SPIRAL TO TANGENT
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STORM SEWER
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STRUCTURE
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STR.
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STA.
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STATION
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SURVEY LINE
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SUBGRADE
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REINFORCING
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RET. WALL
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REINF.
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SAN. S
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SANITARY SEWER
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RETAINING WALL
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SHOULDER
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SIDEWALK
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SW.
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SHDR.
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SANITARY SEWER MONHOLE
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ROAD
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RDWAY.
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RD.
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RIGHT SIDE
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ROADWAY
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RIGHT
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RIGHT OF WAY
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RET.
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RT.
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RETAINING
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POINT BETWEEN CURVES
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TOP OF SLOPE (CUT)
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HECTOMETER POST MARKER
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KILOMETER POST MARKER
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CENTER LINE
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SURVEY MONUMENT
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HORIZONTAL P.I.
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NORTH ARROW
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BENCH MARK
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SPOT ELEVATION
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BARRIER
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BARRICADE
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CONCRETE PARAPETS
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RETAINING WALL
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SIDEWALK
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CURB
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PAVEMENT
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CONTOUR LINE
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HEADWALLS
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MANHOLE
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INLETS
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DITCH & FLOW
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WATER COURSE
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SLOTTED DRAIN INLET
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ENERGY DISSIPATOR
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LAKE OR POND
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PAVED DITCH & V-PAVED DITCH
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TOP OF CUT
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TOE OF SLOPE
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PIPES & FLOW
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PROPERTY LINE (1)
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RIGHT OF WAY LINE & MONUMENT (1)
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ACCESS CONTROL
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FENCE (1)
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WOODS
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TREES
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EDGE OF WOODS
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RIP RAP
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HEDGE
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SWAMP
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ROCK
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STONE REVETMENT
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FOUNDATION
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BUILDING TO BE DEMOLISHED
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SIGNS, GROUND, MTD.
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BUILDING
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CONCRETE OR STEEL AND SECTION (FLARED)
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SIGNS OVERHEAD
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SIGN IDENTIFICATION
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CHUTE & FLOW
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EROSION & SILTATION CONTROL MEASURES
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WATER LINE
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WATER BOX
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WATER SPRING
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SWALE & FLOW
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TERRACE
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(1) WHEN MORE THAN ONE LINE COINCIDE, THEY SHOULD BE IDENTIFIED
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AutoCAD SHX Text 234.25
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NO.3
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V-3 OR P.I.
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SW.
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OR
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OR
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SW.
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OR
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OR
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AutoCAD SHX Text 1- D E S I G N S P E E D:
AutoCAD SHX Text THE SPEED FOR EXISTING PR-159 IS 30 Mi./hr.
AutoCAD SHX Text 2- S P E C I F I C A T I O N S:
AutoCAD SHX Text THE COMMONWEALTH OF PUERTO RICO HIGHWAY AUTHORITY, STANDARD SPECIFICATIONS ADOPTED
AutoCAD SHX Text AS AUGMENTED AND AMMENDED BY SUPPLEMENTARY SPECIFICATIONS, SHALL GOVERN THIS CONTRACT.
AutoCAD SHX Text 3- D A T U M:
AutoCAD SHX Text THE COORDINATE SYSTEM USED IN THIS CONTRACT IS THE LAMBERT SYSTEM (NAD83). THE DATUM
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USED ON THIS PROJECT IS MEAN SEA LEVEL, ELEVATION IN METERS. ALL DISTANCES
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IN METER OR AS OTHERWISE SPECIFIED.
AutoCAD SHX Text 4- M A N H O L E E L E V A T I O N S:
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ELEVATIONS GIVEN FOR SETTING MANHOLE COVERS SHOULD BE USED AS A GUIDE. FINAL
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ELEVATIONS ARE TO BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT MANHOLE.
AutoCAD SHX Text 5- A L I G N M E N T:
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THE HORIZONTAL ALIGNMENT IS SHOWN FOR THE CENTER LINE AND ALL EQUATIONS
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SHOWN ON THE ROADWAY PLANS AND THE PROFILE SHEETS ARE FOR THE COMPUTED
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HORIZONTAL ALIGNMENT. THE VERTICAL ALIGNMENT IS SHOWN AT CENTER LINE
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WHERE FINISHED GRADE APPLY TO BORDER OF MEDIANS.
AutoCAD SHX Text 6- R.O.W. M A R K E R S:
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LOCATION AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.
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SINGLE FACE GUARD RAIL
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DOUBLE FACE GUARD RAIL
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GENERAL NOTES,
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GR
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ABBREVIATIONS & LEGEND
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CONSULTING ENGINEERS
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DATE
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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DG3A DESIGN GROUP, PSC
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PUERTO RICO HIGHWAY AUTHORITY
AutoCAD SHX Text 822544
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FILE NAME
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PROJECT NO.
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DG3A
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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RW
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AC-916579
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DG3A DESIGN GROUP
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ER-9999(331)
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RCN9160579
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MOROVIS
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PR-159
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MUNICIPALITY OF MOROVIS, PUERTO RICO
LANDSLIDE AND ROAD DAMAGE EVALUATION AND REPAIR RECOMMENDATIONS
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LANDSLIDE AND ROAD DAMAGE EVALUATION AND D.< --
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MUNICIPALITY OF MOROVIS, PUERTO RICO
ER-HWY-287
PR-159, KM 3.5
ER-HWY-286
PR-159, KM 3.2 -PR-159
SCALE:N.T.S.
FED. AID H'WAY A.C. PROJECT
PROJECT NO. CODE NO.
C ER-9999(331) AC-916579
RW RCN9160579
HIGHWAY
P.R.
PR-159
MUNICIPALITY
MOROVIS
KEY PLAN
ISLAND
FISCAL
YEAR
P.R. 2022
SHEET
NO.
TOTAL
SHEETS
GR
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ER-HWY-286 PR-159, KM 3.2
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ER-HWY-287 PR-159, KM 3.5
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CONSULTING ENGINEERS
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DATE
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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DG3A DESIGN GROUP, PSC
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PUERTO RICO HIGHWAY AUTHORITY
AutoCAD SHX Text 822544
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FILE NAME
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PROJECT NO.
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DG3A
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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RW
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AC-916579
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DG3A DESIGN GROUP
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ER-9999(331)
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RCN9160579
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MOROVIS
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PR-159
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GR
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KEY PLAN
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MUNICIPALITY OF MOROVIS, PUERTO RICO
DISTANCE OF SIGN (MTS)
N ot e:
T he M
O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e
SC
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T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e M
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CONSULTING ENGINEERS
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DATE
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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DG3A DESIGN GROUP, PSC
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PUERTO RICO HIGHWAY AUTHORITY
AutoCAD SHX Text 822544
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FILE NAME
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PROJECT NO.
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DG3A
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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RW
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AC-916579
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DG3A DESIGN GROUP
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ER-9999(331)
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RCN9160579
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MOROVIS
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PR-159
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MOT
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MAINTENANCE OF TRAFFIC GENERAL NOTES, LEGEND AND CONSTRUCTION SCHEDULE
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LEGEND:
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ACTIVITY AREA
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36" CONES EVERY 5.00 MTS.
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SIGN LOCATION NUMBER
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SIGN CODE NUMBER
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TRAFFIC SIGN
AutoCAD SHX Text FOR THE CONSTRUCTION OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING THE CONSTRUCTION OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING THE CONSTRUCTION OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING CONSTRUCTION OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING CONSTRUCTION OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING OPERATION OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING OF HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING HURRICANE IRMA AND MARIA RECOVERY EFFORTS SIGNING IRMA AND MARIA RECOVERY EFFORTS SIGNING IRMA AND MARIA RECOVERY EFFORTS SIGNING AND MARIA RECOVERY EFFORTS SIGNING AND MARIA RECOVERY EFFORTS SIGNING MARIA RECOVERY EFFORTS SIGNING MARIA RECOVERY EFFORTS SIGNING RECOVERY EFFORTS SIGNING RECOVERY EFFORTS SIGNING EFFORTS SIGNING EFFORTS SIGNING SIGNING SIGNING AND GUARDRAILS, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL GUARDRAILS, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL GUARDRAILS, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL SCHEDULE AND SPECIAL INSTRUCTIONS SHALL SCHEDULE AND SPECIAL INSTRUCTIONS SHALL AND SPECIAL INSTRUCTIONS SHALL AND SPECIAL INSTRUCTIONS SHALL SPECIAL INSTRUCTIONS SHALL SPECIAL INSTRUCTIONS SHALL INSTRUCTIONS SHALL INSTRUCTIONS SHALL SHALL SHALL BE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FLOW WITH THE LEAST POSSIBLE INTERFERENCE FLOW WITH THE LEAST POSSIBLE INTERFERENCE WITH THE LEAST POSSIBLE INTERFERENCE WITH THE LEAST POSSIBLE INTERFERENCE THE LEAST POSSIBLE INTERFERENCE THE LEAST POSSIBLE INTERFERENCE LEAST POSSIBLE INTERFERENCE LEAST POSSIBLE INTERFERENCE POSSIBLE INTERFERENCE POSSIBLE INTERFERENCE INTERFERENCE INTERFERENCE FROM CONSTRUCTION OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN CONSTRUCTION OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN CONSTRUCTION OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN ANY ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN ALTERATIONS TO THIS SCHEDULE SHALL BE SUBMITTED IN TO THIS SCHEDULE SHALL BE SUBMITTED IN TO THIS SCHEDULE SHALL BE SUBMITTED IN THIS SCHEDULE SHALL BE SUBMITTED IN THIS SCHEDULE SHALL BE SUBMITTED IN SCHEDULE SHALL BE SUBMITTED IN SCHEDULE SHALL BE SUBMITTED IN SHALL BE SUBMITTED IN SHALL BE SUBMITTED IN BE SUBMITTED IN BE SUBMITTED IN SUBMITTED IN SUBMITTED IN IN IN WRITING TO PRHTA FOR APPROVAL, PRIOR TO ITS APPLICATION. ALL PRECAUTIONS SHALL BE TAKEN SO THAT CONSTRUCTION WORK IS PERFORMED IN SUCH WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC AND PROVIDE THE SAFEST POSSIBLE ENVIRONMENT TO ROAD USERS AND WORKERS. SPECIFIC SITUATIONS NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN SITUATIONS NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN SITUATIONS NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN PLANS SHALL BE PRESENTED TO THE ENGINEER IN PLANS SHALL BE PRESENTED TO THE ENGINEER IN SHALL BE PRESENTED TO THE ENGINEER IN SHALL BE PRESENTED TO THE ENGINEER IN BE PRESENTED TO THE ENGINEER IN BE PRESENTED TO THE ENGINEER IN PRESENTED TO THE ENGINEER IN PRESENTED TO THE ENGINEER IN TO THE ENGINEER IN TO THE ENGINEER IN THE ENGINEER IN THE ENGINEER IN ENGINEER IN ENGINEER IN IN IN WRITING TEN (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE TEN (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE TEN (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE TO THE BEGINNING OF CONSTRUCTION WORK IN THE TO THE BEGINNING OF CONSTRUCTION WORK IN THE THE BEGINNING OF CONSTRUCTION WORK IN THE THE BEGINNING OF CONSTRUCTION WORK IN THE BEGINNING OF CONSTRUCTION WORK IN THE BEGINNING OF CONSTRUCTION WORK IN THE OF CONSTRUCTION WORK IN THE OF CONSTRUCTION WORK IN THE CONSTRUCTION WORK IN THE CONSTRUCTION WORK IN THE WORK IN THE WORK IN THE IN THE IN THE THE THE AREA, IN ORDER TO PROVIDE CLARIFICATIONS AND / OR RECOMMENDATIONS.
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CONSTRUCTION SCHEDULE
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GENERAL NOTES
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FLASHING ARROW BOARD
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ARROW BOARD SUPPORT
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OR TRAILER
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FLASHING CAUTION BOARD
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CRASH CUSHION
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TYPE 3 BARRICADE
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PORTABLE CHANGEABLE MESSAGE SIGN
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CRASHWORTHY END TERMINAL
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EXISTING GUARDRAIL TO BE REMOVED
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TEMPORARY CONCRETE BARRIER
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FLAGGER
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VELOCITY
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VELOCITY
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V < 35 MPH
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35 MPH < V < 45 MPH
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45 MPH < V < 55 MPH
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1. NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL, AND PROJECT FIELD OFFICE, SHALL BE NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL, AND PROJECT FIELD OFFICE, SHALL BE PERFORMED UNTIL THE PROGRESS SCHEDULE IS APPROVED BY THE ENGINEER. 2. ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009 MUTCD-FHWA) AND SUPPLEMENTAL SPECIFICATION NUMBER 638 - "MAINTENANCE AND PROTECTION OF TRAFFIC" OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION AND MASH REQUIREDMENTS. 3. EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM THE ROADWAY AFTER WORK HOURS AND SHALL BE STAGED A MINIMUM OF 10 METERS FROM THE TRAVEL WAY. 4. THE 36" CONES SHALL BE SPACED 5 METERS. THE 36" CONES SHALL BE SPACED 5 METERS. 5. ANY ALTERATION TO THE SCHEDULE THAT MAY IMPROVE TRAFFIC OPERATIONS WITHIN THE ANY ALTERATION TO THE SCHEDULE THAT MAY IMPROVE TRAFFIC OPERATIONS WITHIN THE CONSTRUCTION AREA, IN ACCORDANCE WITH THE CURRENT MUTCD AND WITH NO ADDITIONAL COST TO THE AUTHORITY, SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWENTY ONE (21) CALENDAR DAYS IN ADVANCE TO THE PROPOSED DATE OF IMPLEMENTATION FOR REVIEW. IF THE PROPOSED ALTERATION IS APPROVED IT SHALL BE IMPLEMENTED AS DIRECTED BY THE ENGINEER. 6. THE CONTRACTOR CAN PERFORM, WITH THE APPROVAL OF THE ENGINEER, SEVERAL THE CONTRACTOR CAN PERFORM, WITH THE APPROVAL OF THE ENGINEER, SEVERAL SIMULTANEOUS ACTIVITIES WITHIN A STAGE, AND AS PERMITTED BY THE CONTRACT PROPOSAL QUANTITIES ON THE TRAFFIC CONTROL ITEMS. 7. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE INSTALLATION OF TEMPORARY THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE INSTALLATION OF TEMPORARY TRAFFIC CONTROL DEVICES FOR EACH PHASE AT LEAST FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE RELEASE OF PUBLIC NOTICE. THE CONTRACTOR SHALL NOT COMMENCE ANY OF THE CONSTRUCTION PHASES UNTIL A PUBLIC NOTICE IS ISSUED OR WITHOUT DIRECT CONSENT FROM THE ENGINEER. 8. THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC SIGNS MOUNTING DETAILS IN THE STANDARD DRAWINGS. 9. THE USE, LOCATION AND MESSAGES OF THE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL THE USE, LOCATION AND MESSAGES OF THE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL FOLLOW THESE PLANS OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL FURNISH TEMPORARY TRAFFIC CONTROL DEVICES THAT MEET THE LATEST THE CONTRACTOR SHALL FURNISH TEMPORARY TRAFFIC CONTROL DEVICES THAT MEET THE LATEST VERSION OF MASH AND NCHRP 350 CRITERIA FOR THE APPLICABLE CRASHWORTHINESS STANDARD. 11. ALL TRAFFIC CONTROL SIGNS DETERMINED BY THE ENGINEER TO BE UNNECESSARY FOR THE ALL TRAFFIC CONTROL SIGNS DETERMINED BY THE ENGINEER TO BE UNNECESSARY FOR THE APPLICABLE CONSTRUCTION OPERATION SHALL BE IMMEDIATELY COVERED IN ITS ENTIRETY WITH NON ABRASIVE MATERIAL AND SHALL BE INSPECTED DURING DAY AND NIGHT TIME TO ENSURE THAT THE SIGN IS NOT READABLE. THIS WORK IS A SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS. 12. DURING THE CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE ALL THE NECESSARY DURING THE CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE ALL THE NECESSARY PRECAUTIONS AND MEASURES TO AVOID FALLING DEBRIS, TOOLS, EQUIPMENT OR ANY OTHER MATERIALS INTERFERE OR IMPACT THE MOTORING PUBLIC IN THE ROADWAY. ALL THE MATERIALS, LABOR EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS. 13. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING CONSTRUCTION. THIS WORK WILL REQUIRE COORDINATION WITH BUSINESSES AND PRIVATE OWNERS. ALL THE MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS. 14. TEMPORARY CONCRETE BARRIER SHOULD HAVE AN OFFSET END SECTION AS APPROVED BY THE TEMPORARY CONCRETE BARRIER SHOULD HAVE AN OFFSET END SECTION AS APPROVED BY THE ENGINEER. 15. NO EXCAVATION AND/OR PAVEMENT DROP-OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY NO EXCAVATION AND/OR PAVEMENT DROP-OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY WHEN THE CONTRACTOR OR ITS PERSONNEL IS NOT WORKING AND PHYSICALLY PRESENT AT THE WORK SITE. 16. IN CASE THAT THE WORKS AFFECT THE EXISTING LUMINARY THE CONTRACTOR SHALL PROVIDE IN CASE THAT THE WORKS AFFECT THE EXISTING LUMINARY THE CONTRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION IN THE AFFECTED AREA BUT THE GLARE OF THE SAME SHOULD NOT AFFECT THE VISIBILITY OF THE DRIVERS. 17. TEMPORARY CONCRETE BARRIER SHALL BE USED TO PROTECT VEHICULAR TRAFFIC FROM TEMPORARY CONCRETE BARRIER SHALL BE USED TO PROTECT VEHICULAR TRAFFIC FROM EXCAVATION OR PAVEMENT DROP-OFF AREAS EQUAL OR GREATER THAN 0.30 METERS DEEP THAT WILL REMAIN OPEN FOR A DURATION OF MORE THAN ONE DAY, AS APPROVED BY THE ENGINEER. 18. IF CONTRACTOR DOES NOT COMPLY WITH THE MAINTENANCE OF TRAFFIC "MOT" PLANS AND SAFETY IF CONTRACTOR DOES NOT COMPLY WITH THE MAINTENANCE OF TRAFFIC "MOT" PLANS AND SAFETY REGULATIONS, PRHTA RESERVES THE RIGHT AT ANY MOMENT TO ORDER CONSTRUCTION WORK TO STOP UNTIL CONTRACTOR IS IN COMPLIANCE WITH MOT AND SAFETY REGULATIONS AT NO COST TO THE PRHTA. 19. IF CONSTRUCTION WORK INTERFERES WITH A MUNICIPAL ROAD , A TEMPORARY STOP SIGN SHALL IF CONSTRUCTION WORK INTERFERES WITH A MUNICIPAL ROAD , A TEMPORARY STOP SIGN SHALL BE INSTALLED ON THE TEMPORARY ROAD IF ONE DOESN'T EXIST. 20. THE CONTRACTOR SHALL PROGRAM THE WORK BASED ON THE CREWS CAPACITY FOR A DAY AND THE CONTRACTOR SHALL PROGRAM THE WORK BASED ON THE CREWS CAPACITY FOR A DAY AND SHALL NOT LEAVE UNFINISHED WORK OBSTRUCTING THE ROADWAY AT NIGHT. 21. CONTRACTOR SHALL COORDINATE WITH PRHTA A PUBLIC INFORMATION PLAN TO MAINTAIN CONTRACTOR SHALL COORDINATE WITH PRHTA A PUBLIC INFORMATION PLAN TO MAINTAIN NEIGHBORS AND BUSINESS INFORMED OF PROJECT AT ALL TIMES AS NOT TO IMPACT OPERATIONS OF BUSINESS OR THE PROJECT.
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TYPICAL APPLICATIONS SIGN TABLE
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LEGEND
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CODE
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NUMBER
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LOCATION
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NUMBER
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SIGN
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CODE
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SIZE OF SIGN
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PANELS
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OVERHEAD
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STRUCTURE
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TYPE
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REFERENCE
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MANUAL
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TOTAL
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ITEM
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SEE D.T.P.W. MANUAL
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TA1,TA2, TA13,TA14
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TA17,TA18, TA28,TA29
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TA35,TA36, TA47,TA48
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SEE D.T.P.W. MANUAL
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(TA53),(TA54), (TA55),(TA56), (TA57),(TA58), (TA74),(TA75), (TA78)
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TA61
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SEE D.T.P.W. MANUAL
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SEE D.T.P.W. MANUAL
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TERMINA
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CARRETERA
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TRABAJO EN
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TRABAJO
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EN CARRETERA
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ADELANTE
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UN SOLO
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CARRIL
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200 MTS.
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SEE M.U.T.C.D. 2009
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* W8-17
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SEE D.T.P.W. MANUAL
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(TA81)
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PASEO
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CERRADO
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150 MTS.
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(TA3),(TA4), (TA5),(TA6), (TA7),(TA8), (TA11),(TA12), (TA69),(TA70), (TA79)
AutoCAD SHX Text (TA19),(TA20), (TA21),(TA22), (TA23),(TA24), (TA27),(TA30), (TA31),(TA32), (TA33),(TA34), (TA71),(TA80)
AutoCAD SHX Text (TA37),(TA38), (TA39),(TA40), (TA41),(TA42), (TA45),(TA46), (TA49),(TA50), (TA76)
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TA51,TA52
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(TA62)
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MPH
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12' = 3.65 MTS.
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L = MTS.
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BUFFER
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(MTS.)
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TAPER LENGHT (L)
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AND BUFFER
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SPACE FOR A
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TYPICAL LANE OF
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3.65 MTS.
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TRUCK MOUNTED ATTENUATOR
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SEE D.T.P.W. MANUAL
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TA72
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TRABAJO
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EN PASEO
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ADELANTE
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SEE M.U.T.C.D. 2009
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(TA73), (TA77)
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100 MTS
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PREPARESE
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PARAR
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* LOCATION AS DIRECTED BY THE ENGINEER
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(#) SIGNS TO BE REUSED
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CEDA
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SEE M.U.T.C.D. 2009
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TA82, TA83, TA84, TA85, TA86
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RI - 2
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** FOR QUANTITY SEE MOT DRAWING FOR EACH PROJECT SITE.
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TYPICAL APPLICATIONS SIGN TABLE
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LEGEND
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CODE
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NUMBER
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LOCATION
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NUMBER
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SIGN
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CODE
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SIZE OF SIGN
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PANELS
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OVERHEAD
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STRUCTURE
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TYPE
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REFERENCE
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MANUAL
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TOTAL
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ITEM
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TA93, TA94
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SEE D.T.P.W. MANUAL
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TA95, TA96
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CERRADO
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CARRIL
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DERECHO
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750 MTS.
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VELOCIDAD
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MAXIMA
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TERMINA
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ZONA
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TA84
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SEE D.T.P.W. MANUAL
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SEE D.T.P.W. MANUAL
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TA89, TA90
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TA91, TA92
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SPEED (S)
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TAPER LENGTH (L) IN FEET
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WS
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40 MPH OR LESS
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45 MPH OR MORE
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L = WS
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WHERE: L = TAPER LENGTH IN FEET
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W = WIDTH OF OFFSET IN FEET
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S = POSTED SPEED LIMIT, OR OFF-PEAK 85TH-PERCENTILE
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SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED
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OPERATING SPEED IN MPH
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TYPE OF TAPER
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TAPER LENGTH
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MERGING TAPER
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AT LEAST L
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SHIFTING TAPER
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AT LEAST 0.5 L
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SHOULDER TAPER
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AT LEAST 0.33 L
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DOWNSTREAM TAPER
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ONE-LANE, TWO-WAY TRAFFIC TAPER
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50 FEET MINIMUM, 100 FEET MAXIMUM
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50 FEET MINIMUM, 100 FEET MAXIMUM
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MUNICIPALITY OF MOROVIS, PUERTO RICO
(FOR SIGNS AND GUARDRAIL INSTALLATION)
LANE CLOSURE
TYPICAL APPLICATION III-B
(FOR PAVEMENT ACTIVITIES)
LANE CLOSURE
TYPICAL APPLICATION III-A
(FOR PAVEMENT ACTIVITIES)
LANE CLOSURE
TYPICAL APPLICATION X-A
LANE CLOSURE
TYPICAL APPLICATION X-B
(FOR SIGNS AND GUARDRAIL INSTALLATION)
CEDA
CEDA
CEDA
CEDA
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CONSULTING ENGINEERS
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DATE
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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DG3A DESIGN GROUP, PSC
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PUERTO RICO HIGHWAY AUTHORITY
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FILE NAME
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PROJECT NO.
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DG3A
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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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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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RW
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AC-916579
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DG3A DESIGN GROUP
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ER-9999(331)
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RCN9160579
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MOROVIS
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PR-159
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MOT
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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS
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TERMINA
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CARRETERA
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TRABAJO EN
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TERMINA
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CARRETERA
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TRABAJO EN
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UN SOLO
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CARRIL
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200 MTS.
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UN SOLO
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CARRIL
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200 MTS.
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TERMINA
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CARRETERA
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TRABAJO EN
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TERMINA
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CARRETERA
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TRABAJO EN
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UN SOLO
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CARRIL
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