Plans_Sch A_PR-2 Unit 4.pdf

PDF 12 MB Posted

Attached to
Signs and Safety Repairs Project in PR-1, PR-2, and PR-3
Solicitation number
693C73-21-B-000006
Issued by

About this file

Written by GovTribe AI ·

This federal contract opportunity solicitation seeks sealed bids for signs and safety repairs on multiple highways in Puerto Rico. The project consists of repairing damaged signs, guardrails, and other safety structures on PR-1, PR-2, and PR-3, with the total cost expected to exceed $10 million. Bids are due by the date specified in the solicitation and must be submitted to the specified location. The work includes replacing and upgrading traffic signs, guardrails, end terminals, and bridge transitions, as well as sign and guardrail removal and temporary traffic control. The project will be split into multiple schedules, with Schedule C not awarded until receiving final NEPA approval. Only certified small businesses may submit bids in response to this solicitation issued by the Department of Transportation Federal Highway Administration.

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UNIT-4

FROM KM 195.55 TO KM 230.30

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

GENERAL

MAINTENANCE OF TRAFFIC

Sheet Number Sheet Title

Drawing Title

ROADSIDE SAFETY PLAN

TRAFFIC SIGNING PLAN

Sheet Number Sheet Title Drawing Title

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USER:

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DATE:

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FILE:

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SEQUENCE:

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JVP

AutoCAD SHX Text 12/04/2018

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17217-1D\GR-01.DWG

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NTS

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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CHECK

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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-1

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INDEX OF DRAWINGS

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GR

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UNIT 4

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FINAL PLAN

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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A.C. PROJECT

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ISLANDWIDE

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PR-2

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AC-801578

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ER-9999(286)

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GR-00

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TITLE SHEET

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GR-01

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INDEX OF DRAWINGS

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GR-02

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GENERAL NOTES & LEGEND

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GR-03

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KEY PLAN

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GR-04

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KEY PLAN

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GR-05

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TYPICAL SECTIONS

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GR-06

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TYPICAL SECTIONS

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MOT-01

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MAINTENANCE OF TRAFFIC GENERAL NOTES AND CONSTRUCTION SCHEDULE

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MOT-02

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-03

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-04

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-05

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-06

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MAINTENANCE OF TRAFFIC SIGN DATA TABLE

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RSD-01

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ROADSIDE SAFETY PLAN

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RSD-02

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ROADSIDE SAFETY PLAN

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RSD-03

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ROADSIDE SAFETY TABLE

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TS-01

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TRAFFIC SIGNING FROM KM. 195.55 TO KM. 197.7

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TS-02

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TRAFFIC SIGNING FROM KM. 197.7 TO KM. 200.9

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TS-03

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TRAFFIC SIGNING FROM KM. 200.9 TO KM. 204.2

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TS-04

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TRAFFIC SIGNING FROM KM. 204.2 TO KM. 207.6

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TS-05

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TRAFFIC SIGNING FROM KM. 207.6 TO KM. 211.0

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TS-06

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TRAFFIC SIGNING FROM KM. 211.0 TO KM. 214.3

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TS-07

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TRAFFIC SIGNING FROM KM. 214.3 TO KM. 217.5

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TS-08

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TRAFFIC SIGNING FROM KM. 217.5 TO KM. 220.8

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TS-09

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TRAFFIC SIGNING FROM KM. 220.8 TO KM. 224.0

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TS-10

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TRAFFIC SIGNING FROM KM. 224.0 TO KM. 227.2

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TS-11

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TRAFFIC SIGNING FROM KM. 227.2 TO KM. 230.3

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TS-12

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SIGN DATA SHEET

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TS-13

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TS-14

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TS-18

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SIGN DATA SHEET

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TS-19

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GUIDE SIGN DETAILS & TABLE OF KILOMETER AND HECTOMETER POST MARKERS

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GUIDE SIGNS DETAILS

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TS-23

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ROUTE MARKERS SIGN DESIGN

C M

A A

E

LL

C

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

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TELEPHONE POLE

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AND GUY WIRE

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4 - NORTH ARROW INDICATION POINTS TO TRUE NORTH.

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3 - COORDINATE SYSTEM IS REFERRED TO THE STATE PLANE COORDINATE SYSTEM FOR

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2 - ALL ELEVATIONS ARE REFERRED TO MEAN SEA LEVEL AND GIVEN IN METERS.

AutoCAD SHX Text 1 - METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED.

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7 - FOR STANDARD MODELS DRAWINGS, REFER TO THE STANDARD DRAWINGS BOOK ADOPTED

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BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

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OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE COMMENCEMENT OF ANY WORK IN

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WITH THE OWNERS OF SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY

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CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE

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OBTAINED FROM THE RESPECTIVE OWNERS, THE CONTRACTOR SHALL EXERCISE UPMOST

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ALTHOUGH THOSE UTILITIES WERE SHOWN ON THE PLANS USING THE INFORMATION

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PUERTO RICO AQUEDUCT AND SEWER AUTHORITY AND CABLE TV .

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ENTITIES: P.R. TELEPHONE CO., PUERTO RICO ELECTRIC & POWER AUTHORITY, THE

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CONSTRUCTION AREA OF THIS PROJECT, WHICH ARE THE PROPERTY OF THE FOLLOWING

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6 - ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE UTILITIES INSTALLED IN THE

AutoCAD SHX Text 5 - NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING FACILITIES.

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THE VICINITY OF THESE UTILITIES.

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%%UGENERAL NOTES:

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PUERTO RICO AND THE US VIRGIN ISLANDS NAD-83, EPOCH 2010, ADJUSTMENT 2011,

AutoCAD SHX Text 9 - ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO REMAIN, SHALL BE CLEANED AND IF

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NECESSARY, BE ADJUSTED TO THE NEW PROPOSED ELEVATIONS. THE COST FOR THIS WORK

AutoCAD SHX Text SHALL BE A SUBSIDIARY OBLIGATION FOR THE INSTALLATION OF NEW PIPES, SPEC. No. 603.

AutoCAD SHX Text

8 - EXISTING PAVEMENT AREAS THAT COULD BE AFFECTED DURING THE CONSTRUCTION

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SHALL BE REPAIRED. THIS WORK SHALL BE A SUBSIDIARY OBLIGATION UNDER SPEC.

AutoCAD SHX Text

401 AND ITS PAY ITEMS.

AutoCAD SHX Text OF SOIL EROSION AND SEDIMENTATION DEVELOPED FOR THE CONSTRUCTION OF THE PROJECT".

AutoCAD SHX Text

APPROVAL BY THE ENVIRONMENTAL QUALITY BOARD (EQB) HIS PLAN FOR THE CONTROL

AutoCAD SHX Text 11 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING, SUBMITTING TO AND OBTAINING THE

AutoCAD SHX Text

PERMIT IN ACCORDANCE WITH THE ENVIRONMENTAL QUALITY BOARD REGULATIONS.

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10 - THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE CONSOLIDATED GENERAL

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AutoCAD SHX Text 25)

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USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

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SEQUENCE:

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JRUIZ

AutoCAD SHX Text 10/14/2019

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17217-1D\GR-02.DWG

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NTS

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LAMBERT PROJECTION.

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REVISIONS

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SCALE:

AutoCAD SHX Text

DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

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CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-1

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GENERAL NOTES & LEGEND

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GR

AutoCAD SHX Text

AutoCAD SHX Text

UNIT 4

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FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

SHEET

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FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

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YEAR

AutoCAD SHX Text P.R.

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ISLANDWIDE

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PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

AutoCAD SHX Text

PR-2

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MUNICIPALITIES

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CODES

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GUANICA

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PEÑUELAS

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GUAYANILLA

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YAUCO

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PONCE

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ISABELA

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MOCA

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AÑASCO

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SAN GERMAN

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AGUADILLA

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HORMIGUEROS

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MAYAGUEZ

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AGUADA

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SABANA GRANDE

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MANATI

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DORADO

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QUEBRADILLAS

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CAMUY

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HATILLO

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ARECIBO

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BARCELONETA

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VEGA BAJA

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VEGA ALTA

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BAYAMON

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GUAYNABO

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SAN JUAN

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1509 F.D. Roosevelt Ave.

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A R C H I T E C T S &

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AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

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CHECK

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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

UNIT 4

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text 1:15,000

AutoCAD SHX Text

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

FRIVERA

AutoCAD SHX Text 12/06/2018

AutoCAD SHX Text

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A R C H I T E C T S &

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AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

UNIT 4

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text 1:15,000

AutoCAD SHX Text

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

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FILE:

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SCALE: 1:100

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FROM KM. 195.75 TO KM. 195.78

FROM KM. 196.10 TO KM. 196.15

FROM KM. 198.53 TO KM. 198.61

FROM KM. 199.00 TO KM. 199.29

FROM KM. 200.90 TO KM. 200.92

FROM KM. 203.98 TO KM. 204.01

FROM KM. 214.51 TO KM. 214.56

FROM KM. 216.40 TO KM. 216.78

FROM KM. 220.44 TO KM. 220.50

FROM KM. 221.40 TO KM. 221.75

FROM KM. 223.13 TO KM. 223.19

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0.60

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FROM KM. 195.60 TO KM. 195.75

0.60

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MEDIAN

VARIES

FROM KM. 195.78 TO KM. 198.10

FROM KM. 198.15 TO KM. 198.53

FROM KM. 198.61 TO KM. 199.00

FROM KM. 199.29 TO KM. 200.90

FROM KM. 200.92 TO KM. 203.98

FROM KM. 204.01 TO KM. 204.35

FROM KM. 204.40 TO KM. 209.08

FROM KM. 209.09 TO KM. 212.72

FROM KM. 215.00 TO KM. 216.02

FROM KM. 216.78 TO KM. 217.58

FROM KM. 218.18 TO KM. 219.88

EXISTING R.O.W. MIN. 27.00M(VARIABLE)

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FROM KM. 209.08 TO KM. 209.09

SCALE: 1:100

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EXISTING ROADWAY

VARIES

0.425

EXISTING ROADWAY

VARIES

C

EXISTING

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0.425

FROM KM. 212.72 TO KM. 212.84

FROM KM. 213.10 TO KM. 213.15

FROM KM. 224.75 TO KM. 224.77

FROM KM. 204.35 TO KM. 204.40

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

0.60

VARIESBERM

EXISTING ROADWAY

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FROM KM. 213.15 TO KM. 214.51

0.60

VARIES BERM

EXISTING

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SCALE: 1:100

MEDIAN

VARIES

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C

FROM KM. 214.56 TO KM. 215.00

FROM KM. 216.02 TO KM. 216.40

FROM KM. 219.88 TO KM. 220.44

FROM KM. 220.50 TO KM. 221.40

FROM KM. 221.75 TO KM. 221.90

EXISTING R.O.W. MIN. 26.00M(VARIABLE)

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

VARIESBERM

EXISTING ROADWAY

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EXISTING

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C

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FROM KM. 217.58 TO KM. 218.18

VARIES BERM

EXISTING EXISTING

SCALE: 1:100

MEDIAN

VARIES

EXISTING R.O.W. MIN. 47.00M(VARIABLE)

EXISTING ROADWAY

VARIES

EXISTING

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FROM KM. 221.90 TO KM. 222.3

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C

EXISTING R.O.W. MIN. 49.00M(VARIABLE)

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FROM KM. 221.90 TO KM. 222.3

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C

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EXISTING ROADWAY

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FROM KM. 222.30 TO KM. 222.59

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FROM KM. 222.30 TO KM. 222.70

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C

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FROM KM. 223.60 TO KM. 224.16

FROM KM. 224.22 TO KM. 224.48

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1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

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FRIVERA

AutoCAD SHX Text 05/21/2019

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17217-1D\GR-05.DWG

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

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FINAL CHECK

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WORK

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BY

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-1

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TYPICAL SECTIONS

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GR

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UNIT 4

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FINAL PLAN

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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TOTAL

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FED. AID HWAY

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RW

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A.C. PROJECT

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ISLANDWIDE

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PR-2

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AC-801578

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AutoCAD SHX Text ORACLE No.

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ER-9999(286)

AutoCAD SHX Text R019999578

EXISTING

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VARIES

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FROM KM. 222.70 TO KM. 223.13

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L MARGINAL

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

FROM KM. 223.19 TO KM. 223.60

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EXISTING ROADWAY

VARIES

EXISTING

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0.60

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L PR-2

FROM KM. 224.48 TO KM. 224.75

0.60

VARIES BERM

EXISTING EXISTING

SCALE: 1:100

MEDIAN

VARIES

EXISTING R.O.W. MIN. 50.00M(VARIABLE)

EXISTING ROADWAY

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EXISTING

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L PR-2

FROM KM. 224.77 TO KM. 225.50

0.60

VARIES BERM

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SCALE: 1:100

MEDIAN

VARIES

FROM KM. 225.53 TO KM. 225.50

FROM KM. 225.53 TO KM. 226.38

EXISTING R.O.W. MIN. 50.00M(VARIABLE)

TYPICAL SECTION

FROM KM. 225.50 TO KM. 225.53

SCALE: 1:100

L PR-2

EXISTING ROADWAY

VARIES

0.425

EXISTING ROADWAY

VARIES

C

EXISTING

EXISTING

0.425

EXISTING

SHOULDER

EXISTING

SHOULDER

0.425

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

TYPICAL SECTION

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L PR-2

FROM KM. 226.38 TO KM. 227.73

EXISTING

EXISTING

SCALE: 1:100

MEDIAN

VARIES

BERM

VARIES

C

L MARGINAL

EXISTING ROADWAY

VARIES

BERM

VARIES

C

L MARGINAL

EXISTING ROADWAY

VARIES

EXISTING R.O.W. MIN. 60.00M(VARIABLE)

0.60 0.60

C

L PR-2

TYPICAL SECTION

FROM KM. 227.73 TO KM. 227.77

SCALE: 1:100

EXISTING ROADWAY

VARIES

VARIES

EXISTING ROADWAY

VARIES

EXISTING

EXISTING

FROM KM. 228.99 TO KM. 229.10

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

TYPICAL SECTION

C

L PR-2

FROM KM. 227.77 TO KM. 228.54

EXISTING EXISTING

MEDIAN

VARIES

BERM

VARIES

C

L MARGINAL

EXISTING ROADWAY

VARIES

EXISTING R.O.W. MIN. 60.00M(VARIABLE)

EXISTING EXISTING

L PR-2

C

MEDIAN

VARIES

SIDEWALK

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 228.54 TO KM. 228.99

SIDEWALK

EXISTING R.O.W. MIN. 60.00M(VARIABLE)

EXISTING ROADWAY

VARIES

EXISTING

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VARIESBERM

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EXISTING

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L PR-2

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VARIES BERM

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FROM KM. 229.09 TO KM. 229.18

SCALE: 1:100

EXISTING R.O.W. MIN. 49.00M(VARIABLE)

C M

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C

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

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FRIVERA

AutoCAD SHX Text 05/14/2019

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17217-1D\GR-06.DWG

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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CHECK

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BY

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-1

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TYPICAL SECTIONS

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GR

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UNIT 4

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FINAL PLAN

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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FED. AID HWAY

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RW

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A.C. PROJECT

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ISLANDWIDE

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PR-2

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AC-801578

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AutoCAD SHX Text ORACLE No.

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ER-9999(286)

AutoCAD SHX Text R019999578

GENERAL NOTES:

1. NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL, AND PROJECT FIELD OFFICE, SHALL BE PERFORMED UNTIL THE PROGRESS SCHEDULE IS

APPROVED BY THE PROJECT ENGINEER.

2. ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE SUPPLEMENTAL SPECIFICATION NUMBER 638 - "MAINTENANCE AND PROTECTION OF

TRAFFIC" OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION.

3. EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM THE ROADWAY AFTER WORK HOURS AND SHALL BE

STAGED AT A MINIMUM OF 10 METERS FROM THE TRAVEL WAY.

4. THE DRUM SPACING SHALL BE 5 METERS.

5. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER THE INSTALLATION OF TEMPORARY CONTROL DEVICES FOR EACH STAGES AT LEAST

FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE RELEASE OF PUBLIC NOTICE. THE CONTRACTOR SHALL NOT COMMENCE ANY OF THE

CONSTRUCTION PHASES WITHOUT A PUBLIC NOTICE IS ISSUED OR WITHOUT DIRECT CONSENT FROM THE PROJECT ENGINEER.

6. THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC SIGNS MOUNTING DETAILS, SHEET NO. MPT-23 OF

THE PRHTA STANDARD DRAWINGS, REV. JUNE 2012.

7. THE USE, LOCATION AND MESSAGES OF THE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL BE ONLY AS DIRECTED BY THE PROJECT ENGINEER.

8. THE CONTRACTOR SHALL FURNISH TEMPORARY CONTROL DEVICES THAT MEET THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT

(NCHRP) CURRENT CRITERIA FOR THE APPLICABLE CRASH WORTHINESS STANDARD.

9. ALL EXISTING SIGNS AND TRAFFIC CONTROL SIGNS DETERMINED BY THE PROJECT ENGINEER TO BE UNNECESSARY OR CONTRADICTORY TO THE

APPLICABLE CONSTRUCTION SIGNS AND OPERATION, SHALL BE IMMEDIATELY COVERED IN ITS ENTIRETY WITH NON ABRASIVE MATERIAL AND SHALL BE

INSPECTED DURING DAY AND NIGHT TIME TO ENSURE THAT THE SIGN IS NOT READABLE. THIS WORK IS A SUBSIDIARY OBLIGATION UNDER THE VARIOUS

PAY ITEMS INCLUDED IN THE CONTRACT.

10. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE ALL THE NECESSARY PRECAUTIONS AND MEASURES TO AVOID FALLING DEBRIS, TOOLS, EQUIPMENT OR ANY OTHER MATERIALS INTERFERENCE OR IMPACT TO THE MOTORING PUBLIC IN THE ROADWAY. ALL THE MATERIALS, LABOR

EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS A SUBSIDIARY OBLIGATION UNDER THE VARIOUS PAY ITEMS INCLUDED IN

THE CONTRACT.

11. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING CONSTRUCTION. THIS WORK WILL REQUIRE COORDINATION

WITH BUSINESSES AND PRIVATE OWNERS. ALL THE MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS A

SUBSIDIARY OBLIGATION UNDER THE VARIOUS PAY ITEMS INCLUDED IN THE CONTRACT.

12. NO EXCAVATION AND / OR PAVEMENT DROP OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY WHEN THE CONTRACTOR OR ITS PERSONNEL IS NOT

WORKING AND PHYSICALLY PRESENT AT THE WORK SITE.

15. IN CASE THAT THE WORKS AFFECT THE EXISTING LUMINARIES, THE CONTRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION IN THE AFFECTED AREA. THE

GLARE OF THE TEMPORARY ILLUMINATION SHOULD NOT AFFECT THE DRIVER'S VISIBILITY. LIGHTING SHALL BE PROVIDED FOR NIGHTTIME OPERATIONS.

SEE SPECIAL PROVISION 938 "LIGHTING FOR NIGHTTIME CONSTRUCTION".

16. IT IS OF THE UTMOST IMPORTANCE THAT ALL EXISTING STORM DRAINAGE SYSTEMS BE KEPT FUNCTIONING AT ALL TIMES AND PROVIDE MEANS TO

PREVENT CLOGGING OF THESE SYSTEMS DURING CONSTRUCTION. THIS APPLIES ON ALL CONSTRUCTION STAGES.

17. IN ALL CONSTRUCTION OPERATIONS UNDER THIS CONTRACT, ALL PRECAUTIONS SHALL BE EXERCISED IN ORDER THAT THE MOVEMENT OF EQUIPMENT

AND CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC.

18. REPAIR OF DAMAGE TO EXISTING PAVEMENTS CAUSED BY CONSTRUCTION OPERATION OR EQUIPMENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

19. PROVISIONAL SIGNING AND TRAFFIC CONTROL SHALL BE AS PROVIDED IN PART 6 "TEMPORARY TRAFFIC CONTROL" OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (M.U.T.C.D.), 2009 EDITION.

20. ALL TRAFFIC CONTROL DEVICES SHALL BE CLEANED, REPAINTED OR REPLACED AS NECESSARY TO PROVIDE ADEQUATE VISIBILITY AND LEGIBILITY AT ALL

TIMES. NO DIRECT PAYMENT WILL BE MADE TO THE CONTRACT FOR THESE WORK.

21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING UTILITIES AND AVOID ANY DAMAGE DURING EXCAVATIONS AND CONSTRUCTION WORK.

IF DAMAGE OCCURS, THE CONTRACTOR MUST REPLACE AND/OR REPAIR THE SAME TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE.

22. THE CONTRACTOR IS RESPONSIBLE OF VERIFY ALL DIMENSIONS IN THE FIELD FOR THE NECESSARY REPLACEMENT AND/OR REPAIR OF THE EXISTING

SIGNS. THE MOT NEEDED TO OBTAIN THE MEASUREMENTS WILL BE SUBSIDIARY OBLIGATION OF SIGN REPAIR PAY ITEM UNDER SPEC. 613.

23. TRUCK MOUNTED ATTENUATOR USED FOR MOVABLE AND INCIDENTAL WORK OF THE MOT IMPLEMENTATION AND/OR REMOVAL, WILL BE SUBSIDIARY

OBLIGATION OF THE MOT PAY ITEM.

24. DURING THE EXCAVATION WORKS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL ROCK OR DEBRIS. THIS ACTIVITY

SHALL BE CONSIDERED SUBSIDIARY OBLIGATION OF THE CONTRACTED ITEMS.

A. BEFORE PRESENTING THE COST PROPOSAL, CONTRACTOR IS RESPONSIBLE TO VISIT AND EXAMINE CAREFULLY EACH SIGN LOCATION DUE TO

VARIABLE SITE CONDITIONS. CONDITIONS TO CONSIDER ARE ROAD SIDE STEEPS SLOPES, SUBSOIL CONDITIONS WHEN DRILLING FOR POSSIBLE

BOULDERS UNDERNEATH AND UNDERGROUND UTILITIES.

CONSTRUCTION SCHEDULE:

1. FOR THE CONSTRUCTION OPERATIONS OF THIS PROJECT, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS

SHALL BE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FROM CONSTRUCTION WORK.

2. TYPICAL APPLICATIONS ARE SUBMITTED FOR THE TEMPORARY TRAFFIC CONTROL ACTIVITIES FOR A VARIETY OF SITUATIONS

COMMONLY ENCOUNTERED. IT IS REQUIRED FROM THE ENGINEER TO ADJUST THESE GUIDELINES TO FIELD CONDITIONS.

3. SPECIFIC SITUATIONS NOT COVERED BY THESE APPLICATIONS SHALL BE BROUGHT UP TO THE ENGINEER FOR APPROPRIATE DIRECTION

AND CLARIFICATION 10 DAYS BEFORE THE BEGINNING OF THE CONSTRUCTION WORK IN THAT AREA.

4. THE CONTRACTOR SHALL OBTAIN THE ORDER TO PROCEED PRIOR TO THE COMMENCEMENT OF ANY WORK INCLUDING THE

INSTALLATION OF THE TEMPORARY CONSTRUCTION SIGNS.

CONSTRUCTION:

1. THE LENGTH OF LANE CLOSURES WOULD BE RESTRICTED TO THE MINIMUM NECESSARY TO ACCOMPLISH THE WORK SAFELY, EFFICIENTLY AND WITHIN CONTRACTOR CAPACITY.

2. IMPLEMENT THE WORK ZONE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE MAINTENANCE OF TRAFFIC INDICATED ON THE

PLANS.

3. INSTALL PCMS TO COMPLEMENT SIGNING AS REQUIRED BY EACH ACTIVITY TYPE.

4. THE DETAILS SHOWN SHALL BE USED IN BOTH DIRECTIONS.

5. WORK ACTIVITIES SHALL NOT OCCUR DURING PEAK HOURS, THE WORK HOURS ARE DESCRIBE AS FOLLOWING:

a. ALL WORK THAT IS NOT REQUIRE LANE CLOSURE, THE WORK HOURS WILL BE PERMITTED ALL WEEK FROM 7:00 AM TO 5:00 PM

b. ALL WORK THAT REQUIRE LANE CLOSURE, THE WORK HOURS ONLY PERMITTED DURING THE DAY WILL BE FROM 10:00 AM TO 3:00 PM

IN EASTBOUND DIRECTION AND 9:00 AM TO 2:00 PM IN WESTBOUND DIRECTION.

LEGEND:

TRAFFIC DRUMS (SPACING @ 5.00 METERS EACH)

TRAFFIC SIGN LOCATION

TRAFFIC FLOW

WORK AREA

FLASHING ARROW PANEL

PCMS - PORTABLE CHANGEABLE MESSAGE SIGN

TYPE III BARRICADE

P C M S

TRUCK MOUNTED ATTENUATOR

WITH FLASHING ARROW SIGN, TEST LEVEL 3

TMA

MPH

BUFFER

SPACE* (Mts.)

< 25

*Taper length (L) and Buffer Space for a typical lane of 3.65 mts.

TAPER

LENGTH* (Mts.)

X = CODE NUMBER

TEMPORARY CONSTRUCTION SIGN IDENTIFICATION

Y = LOCATION

X

Y

CAUTION MODE

DOUBLE DIAMOND

FLAGGER

HIGHWAY

A B

120m. 120m.

PR-2

C

120m.

DISTANCE BETWEEN SIGNS

THE PROJECT WILL BE IMPLEMENTED BY THE PHASES SHOWN ON THIS TABLE. THE CONTRACTOR WILL DEVELOP A CONSTRUCTION SCHEDULE FOR THE

EVALUATION AND APPROVAL OF THE PROJECT ENGINEER CONSIDERING THE ORDER OF THE PHASES. THE CONTRACTOR CAN MODIFY THAT ORDER BY PRESENTING

RECOMMENDATIONS IN THE CONSTRUCTION SCHEDULE.

CONSTRUCTION

PHASE

CONSTRUCTION ACTIVITY TYPE DESCRIPTION

APLICABLE

TYPICAL

APPLICATION

DIAGRAM

WORKING HOURS PCMS - MESSAGE

PHASE 1

· INSTALLATION OF TEMPORARY

CONSTRUCTION SIGNS.

III (MOT-02)

7 AM TO 5 PM N/A

CARRIL

DERECHO

CERRADO

REDUZCA

VELOCIDAD

· PERMANENT TRAFFIC SIGNS

INSTALLATION.

· CONCRETE BASE CONSTRUCTION FOR

CANTILEVER STRUCTURE AND SIGN

INSTALLATION.

· GUARDRAIL REMOVAL AND INSTALLATION.

· BRIDGE TRANSITION OR TRANSITION

MODULE UPGRADE CONSTRUCTION.

CONSTRUCTION SCHEDULE TABLE

PHASE 2

I (MOT-02)

II (MOT-02)

III (MOT-02)

IV (MOT-03)

V (MOT-03)

PHASE 3

· REMOVAL OF TEMPORARY CONSTRUCTION

SIGNS.

III (MOT-02)

N/A7 AM TO 5 PM

NO LANE CLOSURE

NEEDED /

DURING DAY

7 AM TO 5 PM

LANE CLOSURE

NEEDED /

DURING DAY

9 AM TO 3 PM

VI (MOT-03)

CARRIL

IZQUIERDO

CERRADO

REDUZCA

VELOCIDAD

VII (MOT-04)

VIII (MOT-04)

IX (MOT-05)

X (MOT-05)

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NOT TO SCALE

CARRIL

DERECHO

CERRADO

REDUZCA

VELOCIDAD

1KM

ADELANTE

I-A (MOT-02)

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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CHECK

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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-1

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MAINTENANCE OF TRAFFIC GENERAL NOTES AND CONSTRUCTION SCHEDULE

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MOT

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UNIT 4

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FINAL PLAN

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

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A.C. PROJECT

AutoCAD SHX Text CODE No.

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ISLANDWIDE

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PR-2

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AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

TYPICAL APPLICATION DIAGRAM II

LANE CLOSURE

T A

P E

R B

U F

F E

R W

O R

K

A

R E

A

T E

R M

I N

A T

I O

N

A R

M

T S

M

T S

M

T S

M

T S

M

T S

M

T S

M

T S

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

A L

L E

N G

H

S E

E

S

H E

T

M

T S

S H

O U

L D

E R

S H

O U

L D

E R

M

T S

M

T S

TYPICAL APPLICATION DIAGRAM I

SHOULDER CLOSURE FOR INTERMEDIATE TERM

WORK IN URBAN EXPRESSWAYS

M

T S

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

N

G T

H

L

S E

E

S

H E

T

S

T A

P E

R

M T

S

T A

P E

R

L

M

T S

B U

F F

E R

W O

R K

A R

E A

F L

A S

H I N

G

A R

R O

W

C

A U

T I O

N

M

O D

E

EXISTING EDGE

OF ROADWAY

EXISTING EDGE

OF ROADWAY

TRUCK-MOUNTED

S H

O U

L D

E R

WORK AREA

S H

O U

L D

E R

FLASHING ARROW ON CAUTION

MODE

TYPICAL APPLICATION III

INSIDE AND OUTSIDE SHOULDER CLOSURE MOBILE

OPERATION FOR TEMPORARY TRAFFIC SIGNS

INSTALLATION

ATTENUATOR

B U

F F

E R

S H

O U

L D

E R

S H

O U

L D

E R

M

T S

W O

K

E

A

M

T S

T A

P E

R

L

B R

I D

G E

S H

O U

L D

E R

A R

R O

W

F L A

S H

I N

G

TYPICAL APPLICATION DIAGRAM I-A

SHOULDER CLOSURE FOR

BRIDGE TRANSITION MODULE

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

A L

L E

N G

S

E

T

TEMPORARY CONCRETE

BARRIERS

BRIDGE TRANSITION OR

TRANSITION MODULE AND

BRIDGE PARAPET

RECONSTRUCTION

TEMPORARY

CRASH CUSHION

TYPE III, TL-3

M

T S

M

T S

M

T S

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NOT TO SCALE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

AutoCAD SHX Text

MOT

AutoCAD SHX Text

AutoCAD SHX Text

UNIT 4

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FINAL PLAN

AutoCAD SHX Text 08/28/20

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SHEET

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FISCAL

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HIGHWAY

AutoCAD SHX Text No.

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

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ISLANDWIDE

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PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

M

T S

M

T S

150 MTS

120 MTS 120 MTS

WORK AREA

MTS

M

T S

M

T S

120 MTS

150 MTS

MEDIAN MEDIAN

TYPICAL APPLICATION DIAGRAM V

LANE CLOSURE BEYOND INTERSECTION

B U

F F

E R

W O

R K

A R

E A

T A

P E

R

120 MTS

M

T S

M

T S

120 MTS

150 MTS

M

T S

M

T S

30 MTS

M E

D I A

N M

E D

I A

N

TYPICAL APPLICATION DIAGRAM VI

LANE CLOSURE IN ADVANCE OF INTERSECTION

M

T S

M

T S

150 MTS

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

N

G T

H

L

S E

E

S

H E

T

120 MTS

150 MTS

M

T S

W O

R K

A R

E A

M

T S

120 MTS

150 MTS

M

T S

M

T S

M E

D I A

N

M E

D I A

N

TYPICAL APPLICATION DIAGRAM IV

LANE CLOSURE IN ADVANCE OF INTERSECTION

M

T S

M

T S

T A

P E

R B

U F

F E

R

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

N

G T

H

L

S

E E

S H

E E

T

M

O T

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NOT TO SCALE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

AutoCAD SHX Text

MOT

AutoCAD SHX Text

AutoCAD SHX Text

UNIT 4

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

SHEET

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FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

TYPICAL APPLICATION DIAGRAM VIII

WORK IN VICINITY OF AN EXIT RAMP

FLASHING

ARROW PANEL

TYPE III BARRICADE

S

M

T S

M

T S

S H

O U

L D

E R

S H

O U

L D

E R

FLASHING

ARROW PANEL

TYPE III BARRICADE

S

S

M T

S

TYPE III BARRICADE

FLASHING

ARROW PANEL

TYPE III BARRICADE

S H

O U

L D

E R

M

T S

M

T S

M

T S

M

T S

M T

S

TYPE III BARRICADE

S H

O U

L D

E R

T A

P E

R

S H

O U

L D

E R

T A

P E

R

T A

P E

R

S

M

T S

S H

O U

L D

E R

PCMS-MESSAGES

CARRIL

DERECHO

CERRADO

1 KM

ADELANTE

REDUZCA

VEL

PCMS

M

T S

M

T S

S

T A

P E

R

L

T A

P E

R

S H

D

S H

D

L

T A

P E

R

S

T A

P E

R

T A

P E

R

L

T A

P E

R

S H

D

1/3(L) TAPER

SHOULDER

FLASHING

ARROW PANEL

OR

OR

OR

OR

M

T S

M

T S

M

T S

M

T S

PCMS

M

T S

M

T S

OR

OR

OR

OR

M

T S

M

T S

M

T S

M

T S

PCMS

M

T S

M

T S

OR

OR

OR

OR

M

T S

M

T S

M

T S

M

T S

PCMS

M

T S

M

T S

OR

OR

OR

OR

W O

R K

A R

E A

W O

R K

A R

E A

W O

R K

A R

E A

T A

P E

R

S

M

T S

T A

P E

R

F O

R

T

A P

F

F E

R

L

O N

G I T

U D

I N

A L

L E

N G

S

E

T

F O

R

T

A P

F

F E

R

L

O N

G I T

U D

I N

A L

L E

N G

S

E

T

W O

R K

A R

E A

W O

R K

A R

E A

F O

R

T

A P

F

F E

R

L

O N

G I T

U D

I N

A L

L E

N G

S

E

T

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

N

G T

H

L

S E

E

S

H E

T

F O

R

T

A P

F

F E

R

L O

N G

I T

U D

I N

N

G T

H

L

S E

E

S

H E

T

F O

R

T

A P

F

F E

R

L

O N

G I T

U D

I N

A L

L E

N G

S

E

T

TYPICAL APPLICATION DIAGRAM VII

WORK IN VICINITY OF AN ENTRANCE RAMP

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NOT TO SCALE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY…

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