Amendment 0001 Plans - AC-919579_HWY-259 - Full-Size.pdf
PDF 10 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 solicitation for the Landslide Repairs in Morovis, Puerto Rico, Project PR ER DOT PRMNT RPR(17), Solicitation Number 693C73-24-B-000015.
The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159 in the municipality of Morovis, Puerto Rico. The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), and other miscellaneous work. The project is expected to be within the $10,000,000 to $15,000,000 price range and will be split into multiple work schedules/contract options. Bids from certified Small Business Concerns only will be accepted. Bid documents are expected to be issued on or about July 23, 2024, with the bid due date and location to be specified in the solicitation.
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DIRECTOR, ESTIMATES AND BIDS OFFICE
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EXECUTIVE DIRECTOR
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RECOMMENDED AND APPROVED:
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DIRECTOR, CONSTRUCTION AREA
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MARIA I. AYALA RIVERA
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DIRECTOR, TRAFFIC ENGINEERING
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AND OPERATION AREA
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CARLOS A. LLOVERAS MATTEI
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LISSETTE LUGO COLON
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AND SPECIAL STUDIES AREA
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SUBMITTED:
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ACTING DIRECTOR, PROGRAMMING
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DR. ANGEL J. ALICEA RODRIGUEZ
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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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DIRECTOR, DESIGN AREA
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DATE
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DR. EDWIN E. GONZALEZ MONTALVO, PE
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DR. ANGEL J. ALICEA RODRIGUEZ
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MUNICIPALITY OF MOROVIS, PUERTO RICO
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LANDSLIDE AND ROAD DAMAGE EVALUATION
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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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NOTE :
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SCHEDULE OF DRAWINGS
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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
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COMMONWEALTH OF PUERTO RICO
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AUTHORITY
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HIGHWAY AND TRANSPORTATION
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AND PUBLIC WORKS
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DEPARTMENT OF TRANSPORTATION
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COMMONWEALTH OF PUERTO RICO
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DESIGN AREA
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HIGHWAY & TRANSPORTATION
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AUTHORITY
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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
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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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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 MOROVIS
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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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FILE NAME=
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PR-155
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MOROVIS
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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
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
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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PROJECT SITE LOCATION
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A.C. CODE NUMBER 919579 / RCN9190579 / R009190579
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FINAL PLANS
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TOTAL LENGTH OF PROJECT
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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 GEENERAL KEY MAP
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GR-4
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009 TO - 030
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- ER-HWY-259, PR-155 KM. 38.65
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GR-B_5 TO ROW-B_1
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- MOROVIS, P.R.
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LENGTH OF ER-HWY-259 ALIGNMENT
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0.0766 KM.
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0.0476 MI.
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ER-HWY-259 PR-155 K.M. 38.65
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0.0766 KM.
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0.0476 MI.
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- MAINTENANCE OF TRAFFIC PLANS
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005 TO - 006
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MOT-1 TO MOT-2
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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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ORACLE NO.
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RW
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AC-919579
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RCN9190579
AutoCAD SHX Text 0155(12)
AutoCAD SHX Text R009190579
AutoCAD SHX Text 9999(325)
FROM STA.1+00.00 TO STA. 1+76.59
SCHEDULE OF DRAWINGS
ER-HWY-259
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 MAINTENANCE OF TRAFFIC - GENERAL NOTES, TEMP. SIGN DATA SHEET MOT-1
006 MAINTENACE OF TRAFFIC AND CONSTRUCTION SCHEDULE MOT-2
007 TYPYCAL SECTION GR-B/5
008 LAYOUT CONTROL PLAN, VERTEX DATA TABLES & CROSS SECTION KEY MAP GR-B/6
009 QUANTITY SUMMARY AND DEMOLITION PLAN GR-B/7
010 SITE PLAN, PR-155 KM. 38.35 GR-B/8
011 SOIL SURVEY PLAN AND BORING LOGS SS-B/1
012 PLAN AND PROFILE PP-B/1
013 GRADING AND DRAINAGE PLAN DR-B/1
014 EROSION CONTROL PLAN EC-B/1
015 PRASA GENERAL NOTES, LEGEND AND TABLE OF QUANTITIES UTW-B/1
016 PRASA UTILITIES PLAN UTW-B/2
017 PREPA LEGEND, GENERAL NOTES, POLE SCHEDULE AND QUANTITY UTE-B/1
018 PREPA UTILITIES PLAN UTE-B/2
019 TELECOMUNICATIONS, LEGEND, LOCATION AND NOTES UTT-B/1
020 TELECOMUNICATIONS UTILITIES PLAN UTT-B/2
021 RETAINING WALL RW-B/1
022 RETAINING WALL 2 RW-B/2
023 TRAFFIC SIGNING AN PAVEMENT MARKING PLAN TS-B/1
024 TREE INVENTORY PLAN RD-B/1
025 CROSS SECTION CS-B/3
026 CROSS SECTION 2 CS-B/2
027 CROSS SECTION 3 CS-B/1
028 LAND ACQUISITION - TITLE SHEET ROW-B/1
029 LAND ACQUISITION PLAN ROW-B/2
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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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ORACLE NO.
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RW
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AC-919579
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RCN9190579
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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 ER-HWY-259
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GR
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PR-155
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MOROVIS
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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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E. TO E.
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ENGR.
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EXIST.
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EXP.
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F. TO F.
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FWD.
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GRAV.
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HOR.
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HYD.
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LT.
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MH.
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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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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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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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CONTROL OF ACCESS
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CONCRETE
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CENTER TO CENTER
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BUILDING
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BELL & SPIGOL
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CAST IRON
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COATED
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COLUMN
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CATCH BASIN
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BENCH MARK
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BACK
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ABUTMENT
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STRUCTURE
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STATION
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POINT OF VERTICAL INTERSECTION
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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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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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%%UL E G E N D :
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WATER FAUCET BOX
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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. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE OF WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE WHICH ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE ARE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE NOT THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE THE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE R.O.W. , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE , EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE EXCEPT THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE THOSE ITEMS FOR WHICH OTHER PROVISIONS HAVE ITEMS FOR WHICH OTHER PROVISIONS HAVE ITEMS FOR WHICH OTHER PROVISIONS HAVE FOR WHICH OTHER PROVISIONS HAVE FOR WHICH OTHER PROVISIONS HAVE WHICH OTHER PROVISIONS HAVE WHICH OTHER PROVISIONS HAVE OTHER PROVISIONS HAVE OTHER PROVISIONS HAVE PROVISIONS HAVE PROVISIONS HAVE HAVE HAVE BEEN MADE FOR THEIR REMOVAL, ALL IN ACCORDANCE WITH SPECIFICATION 202. 15. NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING ROADWAYS. NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING ROADWAYS. 16. THE CONTRACTOR SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY THE CONTRACTOR SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY CONTRACTOR SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY CONTRACTOR SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY SHALL PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY PLACE CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY CHAIN LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY LINK FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY FENCE TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY TYPE "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY "B" ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY ALONG R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY R.O.W. BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY BOUNDARIES, UNLESS OTHERWISE NOTIFIED BY UNLESS OTHERWISE NOTIFIED BY UNLESS OTHERWISE NOTIFIED BY OTHERWISE NOTIFIED BY OTHERWISE NOTIFIED BY NOTIFIED BY NOTIFIED BY BY BY THE ENGINEER. 17. ALL SURVEY DATA FOR THIS PROJECT WAS PROVIDED BY MR. JAVIER BIDOT. ALL SURVEY DATA FOR THIS PROJECT WAS PROVIDED BY MR. JAVIER BIDOT. 18. ALL EMBANKMENT FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR ALL EMBANKMENT FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR EMBANKMENT FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR EMBANKMENT FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR FILL MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR MATERIAL SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR SHALL CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR CONSIST OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR OF SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR SUITABLE MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR MATERIAL OBTAINED FROM ROADWAY EXCAVATION OR OBTAINED FROM ROADWAY EXCAVATION OR OBTAINED FROM ROADWAY EXCAVATION OR FROM ROADWAY EXCAVATION OR FROM ROADWAY EXCAVATION OR ROADWAY EXCAVATION OR ROADWAY EXCAVATION OR EXCAVATION OR EXCAVATION OR OR OR APPROVED BORROW CLASS "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED BORROW CLASS "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED BORROW CLASS "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED CLASS "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED CLASS "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED "B" ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED ALL MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED MATERIALS CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED CLASSIFIED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED AS PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED PER SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED SPEC. 203 AS A-2-6 OR WORST WILL BE CONSIDERED 203 AS A-2-6 OR WORST WILL BE CONSIDERED 203 AS A-2-6 OR WORST WILL BE CONSIDERED AS A-2-6 OR WORST WILL BE CONSIDERED AS A-2-6 OR WORST WILL BE CONSIDERED A-2-6 OR WORST WILL BE CONSIDERED A-2-6 OR WORST WILL BE CONSIDERED OR WORST WILL BE CONSIDERED OR WORST WILL BE CONSIDERED WORST WILL BE CONSIDERED WORST WILL BE CONSIDERED WILL BE CONSIDERED WILL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED UNSUITABLE. 19. CONTRACTOR WILL, AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE CONTRACTOR WILL, AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE WILL, AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE WILL, AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE AS DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE DIRECTED BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE BY THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE ENGINEER, INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE INSTALL UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE UNDERDRAIN TYPE-1A AS REQUIRED, BASED ON THE TYPE-1A AS REQUIRED, BASED ON THE TYPE-1A AS REQUIRED, BASED ON THE AS REQUIRED, BASED ON THE AS REQUIRED, BASED ON THE REQUIRED, BASED ON THE REQUIRED, BASED ON THE BASED ON THE BASED ON THE ON THE ON THE THE THE OBSERVATION WELLS RESULTS. 20. FOR THE MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD FOR THE MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD THE MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD THE MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD MAINTENANCE OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD OF TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD TRAFFIC THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD THE CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD CONTRACTOR SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD SHALL COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD COMPLY WITH THE SPECIFICATION NO. 638 OF THE STANDARD COMPLY WITH THE SPECIFICATION NO.
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