Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 1 of 3.pdf
PDF 19 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 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, and maintenance of traffic. The project is expected to cost between $10,000,000 and $15,000,000 and will be split into multiple work schedules/contract options. Sealed bids from certified Small Business Concerns only will be accepted. Bid documents will be issued on or about July 23, 2024, and the bid due date and location will be specified on the SF 1442. Prospective contractors must be registered in the System for Award Management (SAM) database at the time an offer is submitted.
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DIRECTOR OF ESTIMATES AND BIDS
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EXECUTIVE DIRECTOR
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RECOMMENDED AND APPROVED:
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DIRECTOR OF CONSTRUCTION OFFICE
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MARIA I. AYALA RIVERA, PE
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DIRECTOR FOR PRECONSTRUCTION OFFICE
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CARLOS A. LLOVERAS MATTEI, PE
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ALEXANDRA VELAZQUEZ DELGADO, PE
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SUBMITTED:
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DIRECTOR FOR ACQUISITION DIVISION
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JOSE A. TORRES APONTE
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DATE
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DATE
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DATE
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DATE
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DATE
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DATE
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DR. EDWIN E. GONZALEZ MONTALVO, PE
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DEPUTY EXECUTIVE DIRECTOR FOR INFRASTRUCTURE
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LISSETTE LUGO COLON, PE
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ADVISORY OFFICE
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MUNICIPALITY OF MOROVIS, PUERTO RICO
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A.C. CODE NUMBER 857579 / RCN5799579 / R579999579
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LANDSLIDE AND ROAD DAMAGE EVALUATION
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SHEET NO.
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DESCRIPTION
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SECTION
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REFERENCE
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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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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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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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0.6037 KM.
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0.3751 MI.
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- TITLE SHEET, SCHEDULE OF DRAWING AND LOCATION MAP
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- INDEX SHEET
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GR-1
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GR-2
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- GENERAL NOTES, LEGEND AND SYMBOLS
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GR-3
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- PS&E GROUP A GENERAL KEY MAP
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GR-4
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- ER-HWY-258, PR-155 KM. 37.00
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009 TO - 032
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GR-A_5 TO ROW-A_1
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- ER-HWY-260, PR-155 KM. 39.10
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033 TO - 067
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- ER-HWY-261, PR-155 KM. 40.30
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068 TO - 093
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- ER-HWY-262, PR-155 KM. 43.00
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094 TO - 116
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- ER-HWY-263, PR-155 KM. 43.25
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117 TO - 139
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- ER-HWY-265, PR-155 KM. 56.70
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140 TO - 161
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GR-C_5 TO ROW-C_1
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GR-D_5 TO ROW-D_1
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GR-E_5 TO ROW-E_1
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GR-F_5 TO ROW-F_1
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GR-G_5 TO ROW-G_1
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- MOROVIS, P.R.
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- MOROVIS, P.R.
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- MOROVIS, P.R.
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- MOROVIS, P.R.
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- MOROVIS, P.R.
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- MOROVIS, P.R.
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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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LENGTH OF ER-HWY-265 ALIGNMENT
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0.1110 KM.
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0.0689 MI.
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LENGTH OF ER-HWY-263 ALIGNMENT
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0.0960 KM.
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0.0597 MI.
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LENGTH OF ER-HWY-262 ALIGNMENT
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0.1013 KM.
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0.0630 MI.
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LENGTH OF ER-HWY-261 ALIGNMENT
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0.0875 KM.
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0.0543 MI.
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LENGTH OF ER-HWY-260 ALIGNMENT
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0.1109 KM.
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0.0689 MI.
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LENGTH OF ER-HWY-258 ALIGNMENT
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0.0970 KM.
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0.0603 MI.
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FILE NAME=
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PR-155
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MOROVIS
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ER-9999(325)
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CODE NO.
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PROJECT NO.
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FED AID H'WAY
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A.C. PROJECT
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HIGHWAY
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P.R. NO.
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MUNICIPALITY
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ISLAND
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YEAR
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FISCAL
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SHEET
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NO.
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SHEETS
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TOTAL
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PR
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- MAINTENANCE OF TRAFFIC PLANS
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005 TO - 008
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MOT-1 TO MOT-4
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PROJECT SITE LOCATION
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MOROVIS
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SCHEDULE OF DRAWINGS
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AUTHORITY
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HIGHWAY AND TRANSPORTATION
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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
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YES OR NO
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PERCENT OF TRUCK ( )-- 3.2
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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
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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
AutoCAD SHX Text STRUCTURES DESIGN CODE-- AASHTO-LRFD BRIDGE DESIGN SPECIFICATIONS 9th EDITION 2020
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ER-9999(437)
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GROUP A
FINAL PLANS 100%
SCHEDULE OF DRAWINGS
ER-HWY-258
Sheet Number Sheet Title Dwg. No.
009 TYPICAL SECTION GR-A / 5
010 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-A / 6
011 QUANTITY SUMMARY AND DEMOLITION PLAN GR-A / 7
012 SITE PLAN, PR-155 KM 37.00 GR-A / 8
013 SOIL SURVEY PLAN AND BORING LOGS SS-A / 1
014 PLAN AND PROFILE PP-A / 1
015 GRADING AND DRAINAGE PLAN DR-A / 1
016 DRAINAGE DETAILS DR-A / 2
017 EROSION CONTROL PLAN EC-A / 1
018 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-A / 1
019 PRASA UTILITIES PLAN UTW-A / 2
020 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-A / 1
021 PREPA UTILITIES PLAN UTE-A / 2
022 TELECOMMUNICATION, LEGEND, LOCATION AND NOTES UTT-A / 1
023 TELECOMMUNICATION UTILITIES PLAN UTT-A / 2
024 RETAINING WALL RW-A / 1
025 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-A / 1
026 TREE INVENTORY AND MITIGATION PLAN RD-A / 1
027 CROSS SECTIONS CS-A / 1
028 CROSS SECTIONS CS-A / 2
029 CROSS SECTIONS CS-A / 3
030 CROSS SECTIONS CS-A / 4
031 TITLE SHEET ROW-A / 1
032 LAND ACQUISITION PLAN ROW-A / 2
ER-HWY-260
Sheet Number Sheet Title Dwg. No.
033 TYPICAL SECTION GR-C / 5
034 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-C / 6
036 SITE PLAN, PR-155 KM. 39.1 GR-C / 8
035 QUANTITY SUMMARY AND DEMOLITION PLAN GR-C / 7
037 SOIL SURVEY PLAN AND BORING LOGS SS-C / 1
038 PLAN AND PROFILE PP-C / 1
039 GRADING AND DRAINAGE PLAN DR-C / 1
040 DRAINAGE DETAILS DR-C / 2
041 DRAINAGE DETAILS DR-C / 3
042 EROSION CONTROL PLAN EC-C / 1
043 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-C / 1
044 PRASA UTILITIES PLAN UTW-C / 2
045 PRASA TRENCH DETAILS UTW-C / 3
046 PRASA MISCELLANEOUS DETAILS UTW-C / 4
047 PRASA MISCELLANEOUS DETAILS UTW-C / 5
048 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-C / 1
049 PREPA UTILITIES PLAN UTE-C / 2
050 PREPA UTILITIES PLAN UTE-C / 3
051 TELECOMMUNICATION, LEGEND, LOCATION AND NOTES UTT-C / 1
052 TELECOMMUNICATION UTILITIES PLAN UTT-C / 2
053 TELECOMMUNICATION UTILITIES PLAN UTT-C /
054 RETAINING WALL NOTES RW-C / 1
055 RETAINING WALL PLAN AND ELEVATION RW-C / 2
056 RETAINING WALL. RW-C / 3
057 RETAINING WALL.. RW-C / 4
058 RETAINING WALL... RW-C / 5
059 RETAINING WALL... RW-C / 6
060 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-C / 1
061 TREE INVENTORY AND MITIGATION PLAN RD-C / 1
062 CROSS SECTIONS 1 CS-C / 1
063 CROSS SECTIONS 2 CS-C / 2
064 CROSS SECTIONS 3 CS-C / 3
065 CROSS SECTIONS 4 CS-C / 4
066 TITLE SHEET ROW & LOCATION MAP ROW-C / 1
067 LAND ACQUISITION PLAN AND TABLES ROW-C / 2
ER-HWY-261
Sheet Number Sheet Title Dwg. No.
068 TYPICAL SECTION GR-D / 5
069 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-D / 6
070 QUANTITY SUMMARY AND DEMOLITION PLAN GR-D / 7
071 SITE PLAN, PR-155 KM. 40.30 GR-D / 8
072 SOIL SURVEY PLAN AND BORING LOGS SS-D / 1
073 PLAN AND PROFILE PP-D / 1
074 GRADING AND DRAINAGE PLAN, PROFILES AND DETAILS DR-D / 1
075 DRAINAGE DETAILS DR-D / 2
076 EROSION CONTROL PLAN EC-D / 1
077 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-D / 1
078 PRASA UTILITIES PLAN UTW-D / 2
079 PRASA TRENCH DETAILS UTW-D / 3
080 PRASA MISCELLANEOUS DETAILS UTW-D / 4
081 PRASA MISCELLANEOUS DETAILS UTW-D / 5
082 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-D / 1
083 TELECOMMUNICATION, GENERAL NOTES, LEGEND & TABLE OF QUANTITIES UTT-D / 1
084 TELECOMMUNICATION UTILITIES PLAN UTT-D / 2
085 RETAINING WALL RW-D / 1
086 RETAINING WALL RW-D / 2
087 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-D / 1
088 TREE INVENTORY AND MITIGATION PLAN RD-D / 1
089 CROSS SECTIONS CS-D / 1
090 CROSS SECTIONS CS-D / 2
091 CROSS SECTIONS CS-D / 3
092 TITLE SHEET ROW & LOCATION MAP ROW-D / 1
093 LAND ACQUISITION PLAN AND TABLES ROW-D / 2
ER-HWY-262
Sheet Number Sheet Title Dwg. No.
094 TYPICAL SECTION GR-E / 5
095 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-E / 6
096 QUANTITY SUMMARY AND DEMOLITION PLAN GR-E / 7
097 SITE PLAN, PR-155 KM. 43.0 GR-E / 8
098 SOIL SURVEY PLAN AND BORING LOGS SS-E / 1
099 PLAN AND PROFILE PP-E / 1
100 DRAINAGE PLAN, PROFILES AND DETAILS DR-E / 1
101 GRADING AND EROSION CONTROL PLAN EC-E / 1
102 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-E / 1
103 PRASA UTILITIES PLAN UTW-E / 2
104 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-E / 1
105 PREPA UTILITIES PLAN UTE-E / 2
106 TELECOMMUNICATION, GENERAL NOTES, LEGEND & TABLE OF QUANTITIES UTT-E / 1
107 TELECOMMUNICATION UTILITIES PLAN UTT-E / 2
108 BOX CULVERT STRUCTURAL DETAILS STR-E / 1
109 BOX CULVERT STRUCTURAL DETAILS STR-E / 2
110 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-E / 1
111 TREE INVENTORY AND MITIGATION PLAN RD-E / 1
112 CROSS SECTIONS CS-E / 1
113 CROSS SECTIONS CS-E / 2
114 CROSS SECTIONS CS-E / 3
115 TITLE SHEET ROW & LOCATION MAP ROW-E / 1
116 LAND ACQUISITION PLAN AND TABLES ROW-E / 2
ER-HWY-263
Sheet Number Sheet Title Dwg. No.
117 TYPICAL SECTION GR-F / 5
118 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-F / 6
119 QUANTITY SUMMARY AND DEMOLITION PLAN GR-F / 7
120 SITE PLAN, PR-155 KM 43.25 GR-F / 8
121 SOIL SURVEY PLAN AND BORING LOGS SS-F / 1
122 PLAN AND PROFILE PP-F / 1
123 GRADING AND DRAINAGE PLAN, PROFILES AND DETAILS DR-F / 1
124 EROSION CONTROL PLAN EC-F / 1
125 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-F / 1
126 PRASA UTILITIES PLAN UTW-F / 2
127 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-F / 1
128 PREPA UTILITIES PLAN UTE-F / 2
129 TELECOMMUNICATION, GENERAL NOTES, LEGEND & TABLE OF QUANTITIES UTT-F / 1
130 TELECOMMUNICATION UTILITIES PLAN UTT-F / 2
131 RETAINING WALL RW-F / 1
132 RETAINING WALL RW-F / 2
133 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-F / 1
134 TREE INVENTORY AND MITIGATION PLAN RD-F / 1
135 CROSS SECTIONS CS-F / 1
136 CROSS SECTIONS CS-F / 2
137 CROSS SECTIONS CS-F / 3
138 TITLE SHEET ROW & LOCATION MAP ROW-F / 1
139 LAND ACQUISITION PLAN AND TABLES ROW-F / 2
ER-HWY-265
Sheet Number Sheet Title Dwg. No.
140 TYPICAL SECTION GR-G / 5
141 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-G / 6
142 QUANTITY SUMMARY AND DEMOLITION PLAN GR-G / 7
143 SITE PLAN, PR-155 KM. 56.70 GR-G / 8
144 SOIL SURVEY PLAN AND BORING LOGS SS-G / 1
145 PLAN AND PROFILE PP-G / 1
146 GRADING AND DRAINAGE PLAN, PROFILES AND DETAILS DR-G / 1
147 EROSION CONTROL PLAN EC-G / 1
148 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-G / 1
149 PRASA UTILITIES PLAN UTW-G / 2
150 PREPA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTE-G / 1
151 PREPA UTILITIES PLAN UTE-G / 2
152 TELECOMMUNICATION, GENERAL NOTES, LEGEND & TABLE OF QUANTITIES UTT-G / 1
153 TELECOMMUNICATION UTILITIES PLAN UTT-G / 2
154 RETAINING WALL RW-G / 1
155 RETAINING WALL RW-G / 2
156 TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-G / 1
157 TREE INVENTORY AND MITIGATION PLAN RD-G / 1
158 CROSS SECTIONS CS-G / 1
159 CROSS SECTIONS CS-G / 2
160 TITLE SHEET ROW & LOCATION MAP ROW-G / 1
161 LAND ACQUISITION PLAN AND TABLES ROW-G / 2
GROUP A
Sheet Number Sheet Title Dwg. No.
001 TITLE SHEET, SCHEDULE OF DRAWING AND LOCATION MAP GR / 1
002 INDEX SHEET GR / 2
003 GENERAL NOTES, LEGEND AND SYMBOLS GR / 3
004 PS&E GROUP A GENERAL KEY MAP GR / 4
005 MOT GENERAL NOTES TEMP. SIGN DATA SHEET AND CONST. SEQUENCE MOT / 1
006 LEGEND, MAINTENANCE OF TRAFFIC AND CONSTRUCTION SCHEDULE MOT / 2
007 MAINTENANCE OF TRAFFIC AND CONSTRUCTION SCHEDULE MOT / 3
008 MAINTENANCE OF TRAFFIC AND CONSTRUCTION SCHEDULE MOT / 4
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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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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SCALE: NOT TO SCALE
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ER-9999(437)
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AC-857579
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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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INDEX SHEET GROUP A
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GR
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PR-155
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MOROVIS
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INTENTIONALLY OMITTED
ABUT.
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AGG.
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AH.
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AL.
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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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CTD.
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COL.
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COM.
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CONC.
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COORD.
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CU.M.
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CULV.
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DEG.
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DIA.
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DIM.
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DWG.
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DWY.
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ELEV.
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E. TO E.
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ENGR.
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EST.
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EXC.
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EXIST.
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EXP.
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EXT.
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F. TO F.
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FWD.
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GRAV.
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GRD.
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HOR.
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HYD.
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INV.
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LT.
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MH.
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MAX.
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MIN.
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MON.
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EXTERNAL
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MEAN SEA LEVEL
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MEAN HIGH WATER
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MONUMENT
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MINIMUN
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MAXIMUN
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MANHOLE
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LIGHT POLE
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MAIN LINE
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MAIN BOX
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LENGTH OF CURVE
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LEFT
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GRAVEL
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FEDERAL AID SECUNDARY
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FEDERAL AID PRIMARY
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FACE TO FACE
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EXTREME HIGH WATER
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GALVANIZED IRON
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INVERT
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JUNCTION BOX
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INVERT ELEVATION
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HYDRANT
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HORIZONTAL
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HIGH WATER
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GROUND
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GAS VALVE
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GAS
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FLOW LANE
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FORWARD
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FILL
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FEDERAL AID
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EXTERNAL DISTANCE
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ASPHALT
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COORDINATES
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EXISTING
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ENGINEER
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END TO END
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ELEVATION
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CULVERT
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CUBIC METER
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CORRUGATED METAL PIPE
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DRAWING
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ESTIMATE
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EXISTING GROUND
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EXPANSION
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EXCAVATION
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DRIVEWAY
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CURVE TO SPIRAL
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DIAMETER
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DIMENSION
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DEGREE
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CUT
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CORRUGATED METAL
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CONTROL OF ACCESS
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CONCRETE
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CENTER TO CENTER
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BUILDING
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BITUMINOUS COATED CORRUGATED METAL PIPE
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BITUMINOUS CONCRETE
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BELL & SPIGOL
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BARBED WIRE FENCE
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CAST IRON
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COATED
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COMMUNICATION
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COLUMN
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CENTER LINE
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CATCH BASIN
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CAST IRON PIPE
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BENCH MARK
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BEARING VALVE
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BASE LINE
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BACK
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ABUTMENT
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ASBESTOS
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ALUMINUM
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AHEAD
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AGGREGATE
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SIDEWALK
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PROPOSED
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WATER MAIN
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W.MTR.
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WROUGHT IRON
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WIRE MESH FENCE
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WING WALL
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WATER VALVE
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WATER METER
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POINT OF CURVATURE
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SANITARY SEWER MANHOLE
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UG.
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TEL.
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AutoCAD SHX Text S.T.
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SW.
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VERT.
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SQ.M.
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STR.
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SG.
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STA.
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SHDR.
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SURVEY LINE
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VERTICAL
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VERTICAL CURVE
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UNDERGROUND
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TOP OF GRATE
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TOP ELEVATION
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TELEPHONE POLE
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TELEPHONE
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TANGENT TO SPIRAL
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TANGENT DISTANCE OF CURVE
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SUBGRADE
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STRUCTURE
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STORM SEWER
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SQUARE METER
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SPIRAL TO TANGENT
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SPIRAL TO CURVE
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SHOULDER
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STATION
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SAN. S.
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RDWAY.
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RET.
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PROP.
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PWR.
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AutoCAD SHX Text P.V.I.
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RT.
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RD.
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AutoCAD SHX Text R.C.P.
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RR.
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AutoCAD SHX Text P.P.
AutoCAD SHX Text P.C.C.
AutoCAD SHX Text P.R.C.
AutoCAD SHX Text P.I.
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POINT OF VERTICAL INTERSECTION
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RADIUS OF CURVATURE
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RAILROAD
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REINFORCED CONCRETE PIPE
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RIGHT OF WAY
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ROAD
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RIGHT
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RETAINING
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ROADWAY
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SANITARY SEWER
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POINT OF REVERSE CURVE
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PORTLAND CEMENT CONCRETE
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POWER POLE
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POINT OF TANGENCY
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POWER
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PROPERTY LINE
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PROPOSED GRADE LINE
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POINT OF INTERSECTION
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PCC.
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PVMT.
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O. TO O.
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OUTSIDE DIAMETER
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OUTSIDE TO OUTSIDE
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PAVEMENT
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POINT OF COMPOUND CURVATURE
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ON CENTERS
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%%UABBREVIATIONS:
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%%UL E G E N D :
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AutoCAD SHX Text P R O P O S E D
AutoCAD SHX Text E X I S T I N G
AutoCAD SHX Text S Y M B O L
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CENTER LINE
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SURVEY MONUMENT
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SPOT ELEVATION
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BENCH MARK
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HORIZONTAL P.I.
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NORTH ARROW
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NORTH ARROW
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CONTOUR LINES
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PAVEMENT
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SIDEWALK
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CURB
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GUARD RAIL
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BARRIER
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BARRICADE
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RETAINING WALL
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CONC. PARAPETS
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BARBED WIRE FENCE
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AutoCAD SHX Text ROW LINE & MON.(a)
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ACCESS CONTROL
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TOP OF CUT
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TOE OF SLOPE
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PIPES
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HEADWALLS
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MANHOLE
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INLETS
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WATER COURSE
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DITCH
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PAVED DITCH
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LAKE OR POND
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SWAMP
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WOODS
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TREES
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EDGE OF WOODS
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HEDGE
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RIP RAP
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RIP RAP PAVING
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ROCK
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BUILDING
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FOUNDATION
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BLDG TO DEMOLISH
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SIGNS, GROUND, MTD
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SIGNS OVERHEAD
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PROP. SIGN IDENT.
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IDENTIFY IF REQ.
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IDENTIFY
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IDENTIFY IF C.O.A.
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IDENTIFY LIMITS
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AS PER TYPE
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IDENTIFY
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IDENTIFY TYPE
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IDENTIFY
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TRUE
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MAGNETIC
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IDENTIFY TYPE
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IDENTIFY
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IDENTIFY TYPE
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IDENTIFY TYPE
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IDENTIFY
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IDENTIFY
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IDENTIFY ROAD
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IDENTIFY
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IDENTIFY
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DECIMAL POINT
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AT SPOT ELEV.
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TYPE & FLOW
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IDENTIFY SIZE
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PER SIZE
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IDENTIFY AS
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IDENTIFY
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IDENTIFY
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IDENTIFY
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IDENTIFY IF REQ.
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IDENTIFY IF REQ.
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IDENTIFY IF REQ.
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IDENTIFY IF REQ.
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IDENTIFY
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IDENTIFY
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IDENTIFY
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IDENTIFY
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IDENTIFY
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LOWER - LOCATION
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UPPER - CODE
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IDENTIFY TYPE, ETC.
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AutoCAD SHX Text BM No.3
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SW
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SW
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DEM.
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AutoCAD SHX Text T.O.S.
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AutoCAD SHX Text T.O.C.
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OR
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OR
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OR
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OR
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AutoCAD SHX Text W/F
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WATER FAUCET BOX
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TRAFFIC DETECTOR
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PALM TREES
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CHAIN LINK FENCE
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JUNCOS CONNECTOR
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JC
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%%UGENERAL NOTES:
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1. METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED. METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED. 2. ALL ELEVATIONS ARE REFEREED TO MEAN SEA LEVEL AND GIVEN IN METERS. ALL ELEVATIONS ARE REFEREED TO MEAN SEA LEVEL AND GIVEN IN METERS. 3. ALL CO0RDINATES USED ARE LAMBERT SYSTEM. ALL CO0RDINATES USED ARE LAMBERT SYSTEM. 4. NORTH INDICATOR POINTS TO THE TRUE NORTH. NORTH INDICATOR POINTS TO THE TRUE NORTH. 5. ARROW ON CULVERTS, DITCHES AND STREAMS SHOW THE DIRECTION OF FLOW. ARROW ON CULVERTS, DITCHES AND STREAMS SHOW THE DIRECTION OF FLOW. 6. THE QUANTITIES OF BORROW MATERIAL SHOWN ON PLANS, REPRESENTS THE VOLUME OF MATERIAL COMPACTED IN PLACE. THE QUANTITIES OF BORROW MATERIAL SHOWN ON PLANS, REPRESENTS THE VOLUME OF MATERIAL COMPACTED IN PLACE. 7. SEEDING SHALL BE PROVIDED TO ALL EMBANKMENT SLOPES IMMEDIATELY AFTER COMPLETION OF SLOPE. SEEDING SHALL BE PROVIDED TO ALL EMBANKMENT SLOPES IMMEDIATELY AFTER COMPLETION OF SLOPE. 8. REPORTS ON SOIL INVESTIGATIONS ARE AVAILABLE FOR EXAMINATION AT THE SOILS OFFICE OF THE HIGHWAY AUTHORITY. REPORTS ON SOIL INVESTIGATIONS ARE AVAILABLE FOR EXAMINATION AT THE SOILS OFFICE OF THE HIGHWAY AUTHORITY. 9. ALL AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED ALL AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED DISTURBED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED BY THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED THE CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED CONSTRUCTION SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED SHALL BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED BE GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED GRADED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED AND FINISHED AS INDICATED ON PLANS OR AS DIRECTED FINISHED AS INDICATED ON PLANS OR AS DIRECTED FINISHED AS INDICATED ON PLANS OR AS DIRECTED AS INDICATED ON PLANS OR AS DIRECTED AS INDICATED ON PLANS OR AS DIRECTED INDICATED ON PLANS OR AS DIRECTED INDICATED ON PLANS OR AS DIRECTED ON PLANS OR AS DIRECTED ON PLANS OR AS DIRECTED PLANS OR AS DIRECTED PLANS OR AS DIRECTED OR AS DIRECTED OR AS DIRECTED AS DIRECTED AS DIRECTED DIRECTED DIRECTED BY THE ENGINEER. 10. FINAL ELEVATION FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT FINAL ELEVATION FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT ELEVATION FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT ELEVATION FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT FOR SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT SETTING MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT MANHOLE CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT CASTINGS SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT SHOULD BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT BE BASED ON ACTUAL FINISHED GRADE OF SURFACE AT BASED ON ACTUAL FINISHED GRADE OF SURFACE AT BASED ON ACTUAL FINISHED GRADE OF SURFACE AT ON ACTUAL FINISHED GRADE OF SURFACE AT ON ACTUAL FINISHED GRADE OF SURFACE AT ACTUAL FINISHED GRADE OF SURFACE AT ACTUAL FINISHED GRADE OF SURFACE AT FINISHED GRADE OF SURFACE AT FINISHED GRADE OF SURFACE AT GRADE OF SURFACE AT GRADE OF SURFACE AT OF SURFACE AT OF SURFACE AT SURFACE AT SURFACE AT AT AT MANHOLE. 11. R.O.W. MONUMENT POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. R.O.W. MONUMENT POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. MONUMENT POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. MONUMENT POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. POST ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. ARE TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. TO BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. BE LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. LOCATED AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. AT ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. ALL R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. CORNERS AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. AND EVERY 100 METERS ALONG TANGENTS OF R.O.W. EVERY 100 METERS ALONG TANGENTS OF R.O.W. EVERY 100 METERS ALONG TANGENTS OF R.O.W. 100 METERS ALONG TANGENTS OF R.O.W. 100 METERS ALONG TANGENTS OF R.O.W. METERS ALONG TANGENTS OF R.O.W. METERS ALONG TANGENTS OF R.O.W. ALONG TANGENTS OF R.O.W. ALONG TANGENTS OF R.O.W. TANGENTS OF R.O.W. TANGENTS OF R.O.W. OF R.O.W. OF R.O.W. R.O.W. R.O.W. LINES. EXACT LOCATION TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE EXACT LOCATION TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE EXACT LOCATION TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE LOCATION TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE LOCATION TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE DESIGNATED BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE BY THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE THE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE ENGINEER. LOCATION OF KILOMETER AND HECTOMETER POST TO BE LOCATION OF KILOMETER AND HECTOMETER POST TO BE LOCATION OF KILOMETER AND HECTOMETER POST TO BE OF KILOMETER AND HECTOMETER POST TO BE OF KILOMETER AND HECTOMETER POST TO BE KILOMETER AND HECTOMETER POST TO BE KILOMETER AND HECTOMETER POST TO BE AND HECTOMETER POST TO BE AND HECTOMETER POST TO BE HECTOMETER POST TO BE HECTOMETER POST TO BE POST TO BE POST TO BE TO BE TO BE BE BE DESIGNATED IN THE FIELD BY THE ENGINEER. 12. ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS IS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS IS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS CALLED TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS TO ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS ALL BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS BIDDERS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS THAT THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS THERE ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS ARE OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS OTHER UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS INSTALLED IN THE CONSTRUCTION AREA OF THIS INSTALLED IN THE CONSTRUCTION AREA OF THIS IN THE CONSTRUCTION AREA OF THIS IN THE CONSTRUCTION AREA OF THIS THE CONSTRUCTION AREA OF THIS THE CONSTRUCTION AREA OF THIS CONSTRUCTION AREA OF THIS CONSTRUCTION AREA OF THIS AREA OF THIS AREA OF THIS OF THIS OF THIS THIS THIS PROJECT WHICH ARE THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, WHICH ARE THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, WHICH ARE THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, ARE THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, ARE THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, THE PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, PROPERTY OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, OF THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, THE FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, FOLLOWING ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, ENTITIES: CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, CLARO PR, LIBERTY PR, PREPANET, ATT, WORD NET, PR, LIBERTY PR, PREPANET, ATT, WORD NET, PR, LIBERTY PR, PREPANET, ATT, WORD NET, LIBERTY PR, PREPANET, ATT, WORD NET, LIBERTY PR, PREPANET, ATT, WORD NET, PR, PREPANET, ATT, WORD NET, PR, PREPANET, ATT, WORD NET, PREPANET, ATT, WORD NET, PREPANET, ATT, WORD NET, ATT, WORD NET, ATT, WORD NET, WORD NET, WORD NET, NET, NET, CARIBE NET, P.R. ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR NET, P.R. ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR NET, P.R. ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR P.R. ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR P.R. ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR ELECTRIC AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR AND POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR POWER AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR AUTHORITY. ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR ALTHOUGH THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR THESE UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR UTILITIES ARE SHOWN ON PLANS, THE CONTRACTOR ARE SHOWN ON PLANS, THE CONTRACTOR ARE SHOWN ON PLANS, THE CONTRACTOR SHOWN ON PLANS, THE CONTRACTOR SHOWN ON PLANS, THE CONTRACTOR ON PLANS, THE CONTRACTOR ON PLANS, THE CONTRACTOR PLANS, THE CONTRACTOR PLANS, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL EXERCISE UTMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS EXERCISE UTMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS EXERCISE UTMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS UTMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS UTMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS UTILITIES AND SHALL COORDINATE WITH THE OWNERS UTILITIES AND SHALL COORDINATE WITH THE OWNERS AND SHALL COORDINATE WITH THE OWNERS AND SHALL COORDINATE WITH THE OWNERS SHALL COORDINATE WITH THE OWNERS SHALL COORDINATE WITH THE OWNERS COORDINATE WITH THE OWNERS COORDINATE WITH THE OWNERS WITH THE OWNERS WITH THE OWNERS THE OWNERS THE OWNERS OWNERS OWNERS OF SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO OTHER THAT MIGHT BE IN THE AREA PRIOR TO OTHER THAT MIGHT BE IN THE AREA PRIOR TO THAT MIGHT BE IN THE AREA PRIOR TO THAT MIGHT BE IN THE AREA PRIOR TO MIGHT BE IN THE AREA PRIOR TO MIGHT BE IN THE AREA PRIOR TO BE IN THE AREA PRIOR TO BE IN THE AREA PRIOR TO IN THE AREA PRIOR TO IN THE AREA PRIOR TO THE AREA PRIOR TO THE AREA PRIOR TO AREA PRIOR TO AREA PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCEMENT OF ANY WORK IN THE VICINITY OF THE UTILITIES. 13. ANY UTILITY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY ANY UTILITY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY UTILITY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY UTILITY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY DAMAGED DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY DURING CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CONSTRUCTION, WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY WHEN CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CAUSED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY THE CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY CONTRACTOR'S NEGLIGENCE, SHALL BE REPAIRED BY NEGLIGENCE, SHALL BE REPAIRED BY NEGLIGENCE, SHALL BE REPAIRED BY SHALL BE REPAIRED BY SHALL BE REPAIRED BY BE REPAIRED BY BE REPAIRED BY REPAIRED BY REPAIRED BY BY BY THE CONTRACTOR AT HIS EXPENSE. 14. THE CONTRACTOR SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER THE CONTRACTOR SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER CONTRACTOR SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER CONTRACTOR SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER SHALL RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER RAZE, REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER REMOVE AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER AND DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER DISPOSE OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER OF ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER ALL BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER BUILDING FOUNDATIONS, STRUCTURES, FENCES AND OTHER FOUNDATIONS, STRUCTURES, FENCES AND OTHER FOUNDATIONS, STRUCTURES, FENCES AND OTHER STRUCTURES, FENCES AND OTHER STRUCTURES, FENCES AND OTHER FENCES AND OTHER FENCES AND OTHER AND OTHER AND OTHER OTHER OTHER OBSTRUCTIONS, ANY PORTION OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE ANY PORTION OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE ANY PORTION OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE PORTION OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE PORTION OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE OF WHICH ARE NOT THE R.O.W.
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