Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 1 of 4.pdf

PDF 17 MB Posted

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

About this file

This document is an Amendment to the plans for a federal contract opportunity related to Landslide Repairs in Morovis, Puerto Rico. The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on various roads in the municipality of Morovis, Puerto Rico. The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), and other miscellaneous work. The project is expected to cost between $10,000,000 to $15,000,000 and will be split into multiple work schedules/contract options. The solicitation is open to certified Small Business Concerns only, with a bid due date and location to be specified in the solicitation. Prospective contractors must be registered in the System for Award Management (SAM) database at the time an offer is submitted.

View the file

Other files

File Type Posted
Results of Bid Opening - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0004 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0003 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 4 of 4.pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 3 of 4.pdf PDF
Amendment 0002 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 2 of 4.pdf PDF
Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 1 of 2.pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 2 of 3.pdf PDF
Amendment 0001 Plans - AC-916579_HWY-286 287 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-908579_HWY-257 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 3 of 3.pdf PDF
Amendment 0001 Plans - AC-919579_HWY-259 - Full-Size.pdf PDF
Amendment 0001 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 1 of 3.pdf PDF
Amendment 0001 Plans - AC-893579_HWY-264 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 2 of 2.pdf PDF
Geotechnical Report - AC-857579_HWY-258 260 261 262 263 265.pdf PDF
Utility Status Report - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-916579_HWY-286.pdf PDF
Geotechnical Report Addendum - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-905579_HWY-483.pdf PDF
Utility Status Report - AC-857579_HWY-260 261 265.pdf PDF
Utility Status Report - AC-916579_HWY-287.pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - 893579_HWY-264_plot.pdf PDF
Technical Report - AC-908579_HWY-257.pdf PDF
VETS-4212 Form.pdf PDF
Categorical Exclusion Form (NEPA) - AC-857579_HWY-258 260 261 262 263 265 (Part 1 of 2).pdf PDF
Technical Report - AC-893579_HWY-264.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-260.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-262.pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - AC-905579_HWY-483_plot.pdf PDF
Categorical Exclusion Form (NEPA) - AC-916579_HWY-286 287.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-261.pdf PDF
Categorical Exclusion Form (NEPA) - APPENDIX B_PLANS_SITE-264.pdf PDF
Lead Based Paint Report - AC-916579_HWY-287.pdf PDF
Utility Status Report - AC-908579_HWY-257.pdf PDF
Asbestos and Lead Report - AC-857579_AC-919579 (Part 3 of 3).pdf PDF
Geotechnical Report - AC-919579_HWY-259.pdf PDF
Asbestos Report - AC-908579_HWY-257.pdf PDF
PRHTAs Material Testing Schedule.PDF PDF
Utility Status Report - AC-857579_HWY-260.pdf PDF
Categorical Exclusion Form (NEPA) - AC-919579_HWY-259 (Part 2 of 2).pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - 916579_HWY-286 287_plot.pdf PDF
Technical Report - AC-919579_HWY-259.pdf PDF
Carlos E. Ocasio_LBP_Exp-08.26.24.pdf PDF
Utility Status Report - AC-919579_HWY-259_PRASA.pdf PDF
Geotechnical Report Addendum - Letter 1_AC-893579_HWY-264.pdf PDF
PRHTAs Standard Drawings.pdf PDF
Technical Report - AC-916579_HWY-287.pdf PDF
Show 40 more

Latest 50 of 101 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

AutoCAD SHX Text

DIRECTOR OF ESTIMATES AND BIDS

AutoCAD SHX Text

EXECUTIVE DIRECTOR

AutoCAD SHX Text

RECOMMENDED AND APPROVED:

AutoCAD SHX Text

DIRECTOR OF CONSTRUCTION OFFICE

AutoCAD SHX Text

MARIA I. AYALA RIVERA, PE

AutoCAD SHX Text

DIRECTOR FOR PRECONSTRUCTION OFFICE

AutoCAD SHX Text

CARLOS A. LLOVERAS MATTEI, PE

AutoCAD SHX Text

ALEXANDRA VELAZQUEZ DELGADO, PE

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

DIRECTOR FOR ACQUISITION DIVISION

AutoCAD SHX Text

JOSE A. TORRES APONTE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DR. EDWIN E. GONZALEZ MONTALVO, PE

AutoCAD SHX Text

DEPUTY EXECUTIVE DIRECTOR FOR INFRASTRUCTURE

AutoCAD SHX Text

LISSETTE LUGO COLON, PE

AutoCAD SHX Text

ADVISORY OFFICE

AutoCAD SHX Text

MUNICIPALITY OF MOROVIS, PUERTO RICO

AutoCAD SHX Text

A.C. CODE NUMBER 857579 / RCN5799579 / R579999579

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

REFERENCE

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

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

ARCHITECTS, ENGINEERS LLP

AutoCAD SHX Text

UNIP

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

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

AutoCAD SHX Text

COMMONWEALTH OF PUERTO RICO

AutoCAD SHX Text

AND PUBLIC WORKS

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

COMMONWEALTH OF PUERTO RICO

AutoCAD SHX Text

DESIGN AREA

AutoCAD SHX Text

HIGHWAY & TRANSPORTATION

AutoCAD SHX Text

AUTHORITY

AutoCAD SHX Text

TOTAL LENGTH OF PROJECT

AutoCAD SHX Text

CARLOS RAUL PEREZ BRAS _____________________

AutoCAD SHX Text LIC. No. 6127

AutoCAD SHX Text

AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

0.6037 KM.

AutoCAD SHX Text

0.3751 MI.

AutoCAD SHX Text

- TITLE SHEET, SCHEDULE OF DRAWING AND LOCATION MAP

AutoCAD SHX Text

- INDEX SHEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GR-1

AutoCAD SHX Text

GR-2

AutoCAD SHX Text

- GENERAL NOTES, LEGEND AND SYMBOLS

AutoCAD SHX Text

AutoCAD SHX Text

GR-3

AutoCAD SHX Text

- PS&E GROUP A GENERAL KEY MAP

AutoCAD SHX Text

AutoCAD SHX Text

GR-4

AutoCAD SHX Text

- ER-HWY-258, PR-155 KM. 37.00

AutoCAD SHX Text

009 TO - 032

AutoCAD SHX Text

GR-A_5 TO ROW-A_1

AutoCAD SHX Text

- ER-HWY-260, PR-155 KM. 39.10

AutoCAD SHX Text

033 TO - 067

AutoCAD SHX Text

- ER-HWY-261, PR-155 KM. 40.30

AutoCAD SHX Text

068 TO - 093

AutoCAD SHX Text

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

AutoCAD SHX Text

094 TO - 116

AutoCAD SHX Text

- ER-HWY-263, PR-155 KM. 43.25

AutoCAD SHX Text

117 TO - 139

AutoCAD SHX Text

- ER-HWY-265, PR-155 KM. 56.70

AutoCAD SHX Text

140 TO - 161

AutoCAD SHX Text

GR-C_5 TO ROW-C_1

AutoCAD SHX Text

GR-D_5 TO ROW-D_1

AutoCAD SHX Text

GR-E_5 TO ROW-E_1

AutoCAD SHX Text

GR-F_5 TO ROW-F_1

AutoCAD SHX Text

GR-G_5 TO ROW-G_1

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

- MOROVIS, P.R.

AutoCAD SHX Text

ARECIBO

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

FAJARDO

AutoCAD SHX Text

HUMACAO

AutoCAD SHX Text

MAYAGÜEZ

AutoCAD SHX Text

PONCE

AutoCAD SHX Text

VIEQUES

AutoCAD SHX Text

CULEBRA

AutoCAD SHX Text

PROJECT SITE LOCATION

AutoCAD SHX Text

AGUADILLA

AutoCAD SHX Text

GUAYAMA

AutoCAD SHX Text

LOCATION PLAN

AutoCAD SHX Text

SCALE: 1: 20,000

AutoCAD SHX Text

LENGTH OF ER-HWY-265 ALIGNMENT

AutoCAD SHX Text

0.1110 KM.

AutoCAD SHX Text

0.0689 MI.

AutoCAD SHX Text

LENGTH OF ER-HWY-263 ALIGNMENT

AutoCAD SHX Text

0.0960 KM.

AutoCAD SHX Text

0.0597 MI.

AutoCAD SHX Text

LENGTH OF ER-HWY-262 ALIGNMENT

AutoCAD SHX Text

0.1013 KM.

AutoCAD SHX Text

0.0630 MI.

AutoCAD SHX Text

LENGTH OF ER-HWY-261 ALIGNMENT

AutoCAD SHX Text

0.0875 KM.

AutoCAD SHX Text

0.0543 MI.

AutoCAD SHX Text

LENGTH OF ER-HWY-260 ALIGNMENT

AutoCAD SHX Text

0.1109 KM.

AutoCAD SHX Text

0.0689 MI.

AutoCAD SHX Text

LENGTH OF ER-HWY-258 ALIGNMENT

AutoCAD SHX Text

0.0970 KM.

AutoCAD SHX Text

0.0603 MI.

AutoCAD SHX Text

FILE NAME=

AutoCAD SHX Text

PR-155

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(325)

AutoCAD SHX Text 857579

AutoCAD SHX Text R579999579

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FED AID H'WAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

P.R. NO.

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PR

AutoCAD SHX Text

- MAINTENANCE OF TRAFFIC PLANS

AutoCAD SHX Text

005 TO - 008

AutoCAD SHX Text

MOT-1 TO MOT-4

AutoCAD SHX Text

PROJECT SITE LOCATION

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

SCHEDULE OF DRAWINGS

AutoCAD SHX Text

AUTHORITY

AutoCAD SHX Text

HIGHWAY AND TRANSPORTATION

AutoCAD SHX Text

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."

AutoCAD SHX Text

GENERAL DESIGN CRITERIA

AutoCAD SHX Text

LEVEL, ROLLING, MOUNTAINOUS

AutoCAD SHX Text

DIRECTIONAL DISTRIBUTION ( )-- 60%%%

AutoCAD SHX Text

AVERAGE DAILY TRAFFIC ( )-- 16,600

AutoCAD SHX Text

DESIGN HOURLY VOLUME ( )-- 736

AutoCAD SHX Text

AVERAGE DAILY TRAFFIC ( )-- 9,200

AutoCAD SHX Text

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

AutoCAD SHX Text

PRHTA GENERAL DESIGN STANDARDS

AutoCAD SHX Text

DESIGN CLASS CODE ( )-- R-5

AutoCAD SHX Text D

AutoCAD SHX Text

YES OR NO

AutoCAD SHX Text

PERCENT OF TRUCK ( )-- 3.2

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text

FUTURE, 2034

AutoCAD SHX Text

AutoCAD SHX Text

FULL, PARTIAL, NONE

AutoCAD SHX Text

AASHTO

AutoCAD SHX Text

DHV

AutoCAD SHX Text

PRHTA

AutoCAD SHX Text MINIMUM CURVE RADIUS -- 80m

AutoCAD SHX Text

CONTROL OF ACCESS ( )-- NONE

AutoCAD SHX Text

MAXIMUM SUPERELEVATION -- 8%%%

AutoCAD SHX Text

DESIGN LOAD FOR STRUCTURES -- HS-30-44

AutoCAD SHX Text

DESIGN EXCEPTION? ( )-- NO

AutoCAD SHX Text

FUCTIONAL HIGHWAY CLASSIFICATION ( )-- RURAL COLLECTOR

AutoCAD SHX Text

DESIGN SPEED ( )-- 40 MPH

AutoCAD SHX Text

TYPE OF TERRAIN ( )-- ROLLING

AutoCAD SHX Text

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

AutoCAD SHX Text

ER-9999(437)

AutoCAD SHX Text

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

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

FED AID H'WAY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AC PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

P.R. NO.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

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

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

AutoCAD SHX Text

ARCHITECTS - ENGINEERS LLP

AutoCAD SHX Text

UNIPRO

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

PR

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(437)

AutoCAD SHX Text

AC-857579

AutoCAD SHX Text R579999579

AutoCAD SHX Text

ORACLE NO.

AutoCAD SHX Text C

AutoCAD SHX Text

RW

AutoCAD SHX Text

ER-9999(325)

AutoCAD SHX Text

FILE NAME=

AutoCAD SHX Text

MOROVIS, PUERTO RICO

AutoCAD SHX Text

AND REPAIR RECOMMENDATIONS

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

INDEX SHEET GROUP A

AutoCAD SHX Text

AutoCAD SHX Text

GR

AutoCAD SHX Text

PR-155

AutoCAD SHX Text

MOROVIS

AutoCAD SHX Text

AutoCAD SHX Text

INTENTIONALLY OMITTED

ABUT.

AutoCAD SHX Text

AGG.

AutoCAD SHX Text

AH.

AutoCAD SHX Text

AL.

AutoCAD SHX Text

ASB.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

BK.

AutoCAD SHX Text B.L.

AutoCAD SHX Text B.W.F.

AutoCAD SHX Text B.V.

AutoCAD SHX Text B. & S.

AutoCAD SHX Text B.M.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text B.C.C.M.P.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text C.I.

AutoCAD SHX Text C.I.P.

AutoCAD SHX Text C.B.

AutoCAD SHX Text C.L.

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

CTD.

AutoCAD SHX Text

COL.

AutoCAD SHX Text

COM.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text C.O.A.

AutoCAD SHX Text

COORD.

AutoCAD SHX Text C.M.

AutoCAD SHX Text C.M.P.

AutoCAD SHX Text

CU.M.

AutoCAD SHX Text

CULV.

AutoCAD SHX Text C.S.

AutoCAD SHX Text C.

AutoCAD SHX Text

DEG.

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

DIM.

AutoCAD SHX Text

DWG.

AutoCAD SHX Text

DWY.

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

E. TO E.

AutoCAD SHX Text

ENGR.

AutoCAD SHX Text

EST.

AutoCAD SHX Text

EXC.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text E.G.

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

EXT.

AutoCAD SHX Text E.

AutoCAD SHX Text E.H.W.

AutoCAD SHX Text

F. TO F.

AutoCAD SHX Text F.A.

AutoCAD SHX Text F.A.P.

AutoCAD SHX Text F.A.S.

AutoCAD SHX Text F.

AutoCAD SHX Text F.L.

AutoCAD SHX Text

FWD.

AutoCAD SHX Text G.I.

AutoCAD SHX Text G.

AutoCAD SHX Text G.V.

AutoCAD SHX Text

GRAV.

AutoCAD SHX Text

GRD.

AutoCAD SHX Text H.W.

AutoCAD SHX Text

HOR.

AutoCAD SHX Text

HYD.

AutoCAD SHX Text

INV.

AutoCAD SHX Text I.E.

AutoCAD SHX Text J.B.

AutoCAD SHX Text

LT.

AutoCAD SHX Text L.

AutoCAD SHX Text L.P.

AutoCAD SHX Text M.B.

AutoCAD SHX Text M.L.

AutoCAD SHX Text

MH.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text M.H.W.

AutoCAD SHX Text M.S.L.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MON.

AutoCAD SHX Text

EXTERNAL

AutoCAD SHX Text

MEAN SEA LEVEL

AutoCAD SHX Text

MEAN HIGH WATER

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

MINIMUN

AutoCAD SHX Text

MAXIMUN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

MAIN LINE

AutoCAD SHX Text

MAIN BOX

AutoCAD SHX Text

LENGTH OF CURVE

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

FEDERAL AID SECUNDARY

AutoCAD SHX Text

FEDERAL AID PRIMARY

AutoCAD SHX Text

FACE TO FACE

AutoCAD SHX Text

EXTREME HIGH WATER

AutoCAD SHX Text

GALVANIZED IRON

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HIGH WATER

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

FLOW LANE

AutoCAD SHX Text

FORWARD

AutoCAD SHX Text

FILL

AutoCAD SHX Text

FEDERAL AID

AutoCAD SHX Text

EXTERNAL DISTANCE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

COORDINATES

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

END TO END

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CUBIC METER

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

ESTIMATE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CURVE TO SPIRAL

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

DEGREE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

CORRUGATED METAL

AutoCAD SHX Text

CONTROL OF ACCESS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BITUMINOUS COATED CORRUGATED METAL PIPE

AutoCAD SHX Text

BITUMINOUS CONCRETE

AutoCAD SHX Text

BELL & SPIGOL

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

COATED

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

BEARING VALVE

AutoCAD SHX Text

BASE LINE

AutoCAD SHX Text

BACK

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ASBESTOS

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text W.M.

AutoCAD SHX Text W.I.

AutoCAD SHX Text W.W.

AutoCAD SHX Text W.V.

AutoCAD SHX Text W.M.F.

AutoCAD SHX Text

W.MTR.

AutoCAD SHX Text

WROUGHT IRON

AutoCAD SHX Text

WIRE MESH FENCE

AutoCAD SHX Text

WING WALL

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

POINT OF CURVATURE

AutoCAD SHX Text P.C.

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text S.M.H.

AutoCAD SHX Text

UG.

AutoCAD SHX Text T.P.

AutoCAD SHX Text

TEL.

AutoCAD SHX Text T.S.

AutoCAD SHX Text S.T.

AutoCAD SHX Text S.C.

AutoCAD SHX Text

SW.

AutoCAD SHX Text S.L.

AutoCAD SHX Text T.E.

AutoCAD SHX Text V.C.

AutoCAD SHX Text

VERT.

AutoCAD SHX Text T.G.

AutoCAD SHX Text T.

AutoCAD SHX Text

SQ.M.

AutoCAD SHX Text

STR.

AutoCAD SHX Text

SG.

AutoCAD SHX Text S.S.

AutoCAD SHX Text

STA.

AutoCAD SHX Text

SHDR.

AutoCAD SHX Text

SURVEY LINE

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

VERTICAL CURVE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

TOP OF GRATE

AutoCAD SHX Text

TOP ELEVATION

AutoCAD SHX Text

TELEPHONE POLE

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

TANGENT TO SPIRAL

AutoCAD SHX Text

TANGENT DISTANCE OF CURVE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SQUARE METER

AutoCAD SHX Text

SPIRAL TO TANGENT

AutoCAD SHX Text

SPIRAL TO CURVE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

STATION

AutoCAD SHX Text

SAN. S.

AutoCAD SHX Text

RDWAY.

AutoCAD SHX Text

RET.

AutoCAD SHX Text P.G.L.

AutoCAD SHX Text

PROP.

AutoCAD SHX Text P.L.

AutoCAD SHX Text

PWR.

AutoCAD SHX Text P.T.

AutoCAD SHX Text P.V.I.

AutoCAD SHX Text

RT.

AutoCAD SHX Text

RD.

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text R.C.P.

AutoCAD SHX Text

RR.

AutoCAD SHX Text R.

AutoCAD SHX Text P.P.

AutoCAD SHX Text P.C.C.

AutoCAD SHX Text P.R.C.

AutoCAD SHX Text P.I.

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

RADIUS OF CURVATURE

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

RETAINING

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

POINT OF REVERSE CURVE

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

POWER

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PROPOSED GRADE LINE

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text O.C.

AutoCAD SHX Text

PCC.

AutoCAD SHX Text

PVMT.

AutoCAD SHX Text

O. TO O.

AutoCAD SHX Text O.D.

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

OUTSIDE TO OUTSIDE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

POINT OF COMPOUND CURVATURE

AutoCAD SHX Text

ON CENTERS

AutoCAD SHX Text

%%UABBREVIATIONS:

AutoCAD SHX Text

%%UL E G E N D :

AutoCAD SHX Text F E A T U R E

AutoCAD SHX Text R E M A R K S

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

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

SURVEY MONUMENT

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

HORIZONTAL P.I.

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text

CONTOUR LINES

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CURB

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

BARRICADE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

CONC. PARAPETS

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text PROPERTY LINE (a)

AutoCAD SHX Text ROW LINE & MON.(a)

AutoCAD SHX Text

ACCESS CONTROL

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

PIPES

AutoCAD SHX Text

HEADWALLS

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

INLETS

AutoCAD SHX Text

WATER COURSE

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

PAVED DITCH

AutoCAD SHX Text

LAKE OR POND

AutoCAD SHX Text

SWAMP

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

TREES

AutoCAD SHX Text

EDGE OF WOODS

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP PAVING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

BLDG TO DEMOLISH

AutoCAD SHX Text

SIGNS, GROUND, MTD

AutoCAD SHX Text

SIGNS OVERHEAD

AutoCAD SHX Text

PROP. SIGN IDENT.

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY IF C.O.A.

AutoCAD SHX Text

IDENTIFY LIMITS

AutoCAD SHX Text

AS PER TYPE

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY TYPE

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

IDENTIFY TYPE

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY TYPE

AutoCAD SHX Text

IDENTIFY TYPE

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY ROAD

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

DECIMAL POINT

AutoCAD SHX Text

AT SPOT ELEV.

AutoCAD SHX Text

TYPE & FLOW

AutoCAD SHX Text

IDENTIFY SIZE

AutoCAD SHX Text

PER SIZE

AutoCAD SHX Text

IDENTIFY AS

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

LOWER - LOCATION

AutoCAD SHX Text

UPPER - CODE

AutoCAD SHX Text

IDENTIFY TYPE, ETC.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text BM No.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SW

AutoCAD SHX Text

SW

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

DEM.

AutoCAD SHX Text T.O.C.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text T.O.S.

AutoCAD SHX Text T.O.C.

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text W/F

AutoCAD SHX Text

WATER FAUCET BOX

AutoCAD SHX Text

TRAFFIC DETECTOR

AutoCAD SHX Text

PALM TREES

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

JUNCOS CONNECTOR

AutoCAD SHX Text

JC

AutoCAD SHX Text

%%UGENERAL NOTES:

AutoCAD SHX Text

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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .